Maharshi Dayanand University
Rohtak
Syllabus and Courses of
Reading for
B.Tech. Civil Engg. 3rd to 8th Semester
Session - 2008-2009
Available from :
Dy. Registrar (Publication) Price  :
Maharshi Dayanand University At the Counter    : Rs. 50/-
Rohtak -124001 (Haryana) By Regd. Parcel   : Rs. 75/-
By Ordinary Post : Rs. 60/-
 
SYLLABUS  B.Tech Civil Engg. 1 2 MAHARSHI  DAYANAND UNIVERSIT Y, ROHTAK
SCHEME OF EXAMINATION 0F B.TECH. CIVIL ENGG.
SCHEME OF EXAMINATION OF B.Tech
IN CIVIL ENGINEERING
IV Semester - 2008-09
III Semester - 2008-09
C o urs e  N o.     S u bj e ct L T P To t a l Th e o ry S e ss   Pr ac . To t a l
C o urs e No .     S ub j ec t L T P To t al Th eo ry S e s s  P ra c . Tot a l
C  E- 20 2 E St r uc t u ra l  A n al ys i s  -I 3 1 0 4 10 0 5 0 - 1 5 0
C  E-2 0 1 E S t ru c t ur a l  An a ly s is  - I 3 1 0 4 1 0 0 5 0 - 15 0
C E -20 4 E De si g n  o f   Co nc re t e
C E -20 3 E B u il d in g  C o n s t ru c ti o n
Str u ctu r e s- I 4 0 2 6 10 0 5 0 - 1 5 0
M a t e ri al s  &  D ra w in g 4 0 2 6 1 0 0 5 0 - 15 0
C E -2 0 6  E Fl ui d   M ec h .   -  I I 3 1 0 4 10 0 5 0 - 1 5 0
CE -2 0 5  E F lu id   M e ch .   -   I 3 1 0 4 1 0 0 5 0 - 15 0
H U M -2 02  E Pr in c ip le   o f   M a ng . 3 1 0 4 10 0 5 0 - 1 5 0
C E -2 0 7  E S u rv e yi ng - I 3 1 0 4 1 0 0 5 0 - 15 0
C E -2 1 0  E Su r ve y in g -I I 3 1 0 4 10 0 5 0 - 1 5 0
C E -2 0 9  E E n g in e e rin g  G e ol o g y 3 1 0 4 1 0 0 5 0 - 15 0
C E -2 1 2  E C on st .  &  C on cre te   T ec h. 3 1 0 4 10 0 5 0 - 1 5 0
M a t h -2 0 1  E M a t h e m at i cs - II I 3 1 0 4 1 0 0 5 0 - 15 0
C E -2 1 4  E St r uc t u ra l  A n al ys i s-I   I
C E -2 1 1 E S t ru c t ur a l  A n al ys i s-I
La b 0 0 2 2 2 5 2 5 5 0
L a b 0 0 2 2 2 5 25 50
C E -2 1 6  E Fl ui d  M ec h a n ic s
C E -2 1 3  E B a si c  C om p u t e r
La b 0 0 2 2 2 5 2 5 5 0
A p p li ca t i on 0 0 2 2 2 5 25 50
C E -2 1 8  E Pr o fe s s io n a l
C E -2 1 5  E E n g in e er in g  G e ol o g y
Pr a cti ce 0 0 2 2 2 5 2 5 5 0
L a b 0 0 2 2 2 5 25 50
C E -2 2 0  E Su r ve y in g -I I   L a b 0 0 3 3 5 0 5 0 1 00
C E -2 1 7  E S u rv e yi ng - I  L a b 0 0 3 3 5 0 50 10 0
C E -2 2 2  E C o nc re t e  L a b 0 0 2 2 - 2 5 2 5 5 0
T OT AL 19 5 1 1 35 6 0 0 4 2 5 12 5 11 5 0
T OT AL 1 9 5 13 3 7 60 0 4 50 1 50 1 20 0
 
SYLLABUS  B.Tech Civil Engg. 3 4 MAHARSH I  DAYANAND UNIVERSITY, ROHTAK
SCHEME OF EXAMINATION OF B.TECH
SCHEME OF EXAMINATION 0F B.TECH. CIVIL ENGG.
IN CIVIL ENGINEERING
V Semester - 2009-10
VI Semester - 2009-10
C o urs e  No .     S u bj e ct L T P To t a l Th e or y Se s s  P ra c . To t al
C o urse  No .     S ub j ec t L T P To t a l Th eo ry Se s s  P ra c . To t al
C   E -3 0 2  E D e s ig n   o f   c o nc re t e
S t r uc t u r es - I I 4 2 0 6 1 0 0 50 - 15 0
C   E-3 0 1 E D es ig n   o f   S t e el 3 1 2 6 1 0 0 50 - 15 0
Stru c tu re -1
C E -30 4 E I r ri g at i o n  En g g .  -  I 3 1 0 4 1 0 0 50 - 15 0
C E- 30 3 E Tra n sp o rt a t i o n  E n g g. - I 3 2 0 5 1 0 0 50 - 15 0
C E -3 0 6  E G e o t ec h n ol o gy 3 1 0 4 1 00 5 0 50 1 50
C E - 3 0 5  E W ate r  Su pply   & T r ea tme nt 3 1 0 4 1 0 0 50 - 15 0
C E -3 0 8  E S e w e ra g e  &  Se w a g e
T re at m en t 3 1 0 4 1 0 0 50 - 15 0
C E -3 0 7  E So il   Me c h a ni cs 3 1 0 4 1 0 0 50 - 15 0
C E -3 0 9  E N u m e ri ca l  M e th o d  &
C E -3 1 0  E T r a ns po rt a ti o n  E ng g . -I I 3 1 0 4 1 0 0 50 - 15 0
C om p u ti n g  Te ch n i qu e s 3 1 0 4 1 0 0 50 - 15 0
C E -3 1 2  E P ro j e ct   P la n n in g   &
M a na g e me n t 3 1 0 4 1 0 0 50 0 15 0
C E -3 1 1  E H y d ro lo g y 3 1 0 4 1 0 0 50 - 15 0
C E -3 1 3  E E n t re p re ne u r sh ip
C E -3 1 4  E G e o   te c h n ol o g y  L a b 0 0 2 2 25 25 50
D ev el o pm e nt 1 1 2 4 25 25 50
C E -3 1 6  E T ra n sp o r ta t i o n  E ng g .
1   L a b 0 0 2 2 25 25 50
C E -3 1 5  E S o il   Me c h a ni cs
C E -3 1 8  E E n vi ro n m e nt a l  E n g g.
L a b 0 0 2 2 25 25 50
L a b 0 0 2 2 25 25 50
C E -3 1 7  E S u rv ey   Ca m p 0 0 0 0 10 0 0 10 0
C E -3 2 0  E A u t o  C a d   L a b 0 0 2 2 50 - 50
T O TA L 19 8 6 3 3 6 0 0 45 0 50 1 10 0
T O TA L 1 9 7 8 34 6 0 0 42 5 75 1 10 0
Note :- Practical training of 6 weeks duration during summer vaca tions
and its evaluation in t he 7th semest er
 
SYLLABUS  B.Tech Civil Engg. 5 6 MAHARSH I  DAYANAND UNIVERSITY, ROHTAK
SCHEME OF EX AMINATION 0F B.TECH. CIVIL ENGG.
SCHEME OF EXAMINATION 0F B.TECH. CIVIL ENGG.
VIII Semester - 2010-11
VII Semester 2010-11
C ou rse  N o .     Su b je c t L T P Tot a l Th eo ry S e ss   P ra c. T ot a l
C ou rse  N o .     Su b je c t L T P To t al Th eo ry S e s s  P ra c. T ot a l
C  E -4 0 2 E B rid g e  E n gi n e er in g 3 1 0 4 1 00 5 0 - 1 5 0
C  E -4 0 1 E D e s ig n   o f   St e e l 3 2 0 5 1 0 0 5 0 - 1 5 0
S t ru c t u re -I I
C E-4 0 4E B u ild i ng   S e rv ic e 3 1 0 4 1 00 5 0 - 1 5 0
C E-4 0 3E Ad v an ce d   Co n st .   T e ch . 3 1 0 4 1 0 0 5 0 - 1 5 0
C E -4 06   E I n d u st ri a l  W a st e   w a t e r 3 1 0 4 1 00 5 0 - 1 5 0
t re a t m e nt
C E- 40 5  E E st i ma t in g   an d  c o s ti n g 3 1 0 4 1 0 0 5 0 - 1 5 0
C E -4 08   E P e rso n a li t y  D ev p .   &
P ro f e ss io n a l  Ap t i t ud e 1 1 2 4 1 00 5 0 - 1 5 0
C E- 40 7   E I rr ig a t io n   E ng g .   d e s ig n
&  D ra w in g 1 0 3 4 1 0 0 5 0 - 1 5 0
C E-4 1 6- De p t .  E l ec t iv e -I
4 24 E (A n y  o n e ) 3 1 0 4 1 00 5 0 - 1 5 0
C E-4 1 5- O pe n  E le c t iv e
4 27 E (A n y  o n e ) 3 1 0 4 1 0 0 5 0 - 1 5 0
C E-4 2 6- De p t .  E l e ct i ve -I I
4 3 6  E (A n y  o n e ) 3 1 0 4 5 0 5 0 - 1 0 0
C E- 40 9   E N o n  C o n ve n t io n a l
S ou r ce s  o f  e ne r g y 3 1 0 4 5 0 5 0 - 1 0 0
CE -4 10   E P ro j e ct - I I 0 0 6 6 5 0 5 0 - 1 0 0
C E- 41 1   E E le m en t s   o f
C E -4 12   E Tr a ns p o rt a t io n   En g g . 0 0 2 2 0 2 5 2 5 5 0
E ar t h qu a k e  E n g g . 3 1 0 4 5 0 5 0 - 1 0 0
I I   La b
C E- 41 3   E M in o r  P ro je c t 0 0 4 4 0 5 0 - 5 0
C E -4 14   E Se m in ar 0 2 0 2 0 5 0 - 5 0
T OT AL 19 7 7 33 6 0 0 4 0 0 1 0 0 0
T OT AL 16 8 1 0 34 5 00 4 2 5 1 7 5 1 1 0 0
Open Electives
:
Departmental Electives -I Departmental Electives -II
Any one of the following Any one of the following
1. CE-415E Energy P lanning and Management.
2. CE-417E Rural Water Supply & Sa nitation
CE-416 E Modern Foundation CE-426 E Ground Water
3. CE-419E Environment Impact Assessment & Management
Engineering
4. CE-421E Finite Elements Methods
CE-418 E Hydraulic S ystem Modeling CE-428 E Transportation
5. CE-423 E Rock Mechanics
Planning
6. CE-425E Advanced Traffic Engg.
CE-420 E Computational Fluid
Dynamics CE-430 E Remote Sensing in
Civil Engg.
7. CE-427 E Environmental P ollution and Control
CE-422 E Hydro Dynamics CE-432 E Sediment
Transportation Engg.
CE-424 E Reinforced Eart h & CE-434 E Air Quality Control
& Monitoring
CE-436 E  Disaster Mitigation
and Management
 
SYLLABUS  B.Tech Civil Engg. 7 8 MAHARSHI  DAYANAND UNIVERSITY, ROHTAK
III Semester
CE-203 E BUILDING CONSTRUCTION MATERIALS & DRAWING
CE-201E STRUCTURAL ANALYSIS-I
Sessional : 50 Marks
Sessional : 50 Marks
Theory : 100 Marks
Theory : 100 Marks
Total : 150 Marks
Total : 150 Marks
Duration of Exam. : 3 Hrs.
Duration of Exam. : 3 Hrs.
Part  A : Construction
Unit-I :-
Analysis of stresses and strains-Analysis of simple st ates of
Unit-I :-
Masonry Construction
st resses  and strains, elastic constant s, bending stresses,  theory of simple
Introduction, various terms used, stone masonry-Dressing of stones,
bending, flexure formula, combined stresses in beams, shear stresses,
Classifications of stone masonry, safe permissible loads,  Brick masonry-
Mohr’s circle, Principle stresses and strains, to rsion in shafts and closed
bo nds in brick work, laying brick work, structural brick work-cavity
thin  walled  sect ions , st ress es  and  strains in cylindrical shells and spheres
and hollo w walls, reinforced brick work, Defects in brick maso nry,
under internal pressure.
composite stone and brick maso nry, glass block masonr y.
Unit-II :-
Theory of Columns- Strants Slenderness ratio, end
Unit-II :-
Cavity and Part it ion Walls
connections, short columns, Euler’s critical buckling loads, eccentrically
Advantages,  position of cavity, types o f non-bearing partitions,
loaded  short columns, cylinder columns subjected to axial and eccentric
constructional details and precautions, construction of masonry cavity
loading.
wall.
Unit-III :-
Bending moment and shear fo rce in, determinate beams
Unit-III :-
Foundation
and frames, definitio ns and sign conventions, axial force, shear force
Functions, types of shallo w foundations, sub-surface investigations,
and bending moment diagrams.
geo physical metho ds,  general feature o f shallo w foundatio n,
Unit-IV :-
Three hinged  arch-horizontal thrust; shear force and bending
foundations in water logged areas, design of masonry wall foundations,
moment diagrams.
intr oduction to deep foundations i.e. pile and pier foundations.
Unit-V :-
D eflect ions in be ams-Int roduction, slope and deflect ions in
Unit-IV :-
Damp-Proofing and Water-Pr oofing
beams by different ial equat ions, mome nt area me thod and c onjugate
Defects and causes of dampness, prevention of dampness, materials
beam method, unit load method, principle of virtual work, Maxwell’s
used, damp-proofing treatment in buildings, wat er-proofing t reatment
Law of Recipro cal, D eflections , Williot M ohr dia gram.
of roofs including pitched roofs.
Unit-VI :-
Analysis of statically determinate trusses-Introduction,
Unit-V :-
Roofs and Floors
various types, stability, analysis o f plane trusses by method of joints
Types of roofs, various terms used, roof trusses-king post truss, queen
and method o f sections, analysis of space trusses using tension
post truss etc.
coefficient method.
Floor structures, ground, basement and upper floors, various types of
Books Recommended :
floorings.
1. Strengt h of Mat erials Pa rt -I,  S. Timoshenko, Affiliate d E ast -
Unit-VI :-
Doors and Windows
West Press, New Delhi.
Locations, sizes, types of doors and windows, fixtures and fasteners
2. Mechanics of Materials, Popov Nagarjan & Lu, Prentice Hall
for doors and windows.
of India, New Delhi.
Unit-VII :-
Acoustics, Sound Insulations and Fire Protection
3. Mechanics o f Solids, Prasad, V.S.  Gakgotia Pub.,  New Delhi.
Classificat ion,  me asurement a nd t ransmission of sound, sound
4. Elementary St ruc tural Analysis ,  Jain, A.K .,  Ne m Cha nd  &
abso rber, classificatio n o f absorbers, sound insulation of buildings,
Bros, Roorkee.
wa ll c ons truction and acoust ical design of audito rium, fire-res is ting
5. Elementary Structural Analysis, Wibur & Nooris, McGraw
mat erials & thier propert ies, fire resist ant c onst ruct io n and fire
Hill Book Co., Newyork.
pro tection requirements for buildings.
6. Structural
Analysis, Bhavikatti, S.S., Vikas Pub. House, New Delhi.
 
SYLLABUS  B.Tech Civil Engg. 9 10 MAHARSHI  DAYANAND UNIVERSITY, ROHTAK
Part  B :  Materials
b) Two Sectional Elevat ions
Unit-I :-
S tones :
c) Front and Side Elevations
Classification, requirements of good st ruct ural stone, quarrying, blasting
d) Plan and Sectional Elevation of stair - case, doors/windows/
and sorting out of stones, dressing, sawing and polishing, preservat ion,
ventilators, floor and roof.
Book Recommended
:
an seasoning of st one
1. Building Construction, Sushil Kumar, Standard Pub., New
Unit - II Brick and Tiles :
Delhi.
Classification of bricks, constituents of goo d brick earth, harmful
2. Building  Material,  Rangawala
ingradients, manufacturing of bricks, testing of bricks.
3. Co nst ruct ion Engineering, Y.S. Sane
Tiles : Terra-cotta, manufacturing of tiles and terra-cotta, types of
4. Building Const ruction, Gurcharan Singh, Standard  Pub.,  New
terra-cotta, uses of terra-cotta.
Delhi.
Unit - III Limes, Cement and Mortars :
Classification of lime, manufacturing, artificial hydraulic lime, pozzolona,
CE-205 E FLUID MECHANICS-1
test ing of lime, storage of lime, cement s compos it ion, t ype of cement,
Sessional : 50 Marks
manufacturing of ordinary portland cement, testing of cement, special
Theory : 100 Marks
types of cement, storage of cement.
Total : 150 Marks
Mortars : Definition, proportions of lime and cement mortars, mortars
Duration of Exam. : 3 Hrs.
for masonry and plastering.
Unit-I :- Introduction
: Fluid propert ies, mass density, specific weight,
Unit - IV Timber :
Cla ssifica tion of t imber, struc ture o f t imbe r,
specific volume and specific  volume and  specific gravity, s urface tens ion,
seasoning of timber,  defects in timbe r,  fire  proofing of timbe r, plyw ood,
capillarity, pressure inside a droplet and bubble due to surface tension,
fiber  boards, masonite and its  manufacturing, important Indian timbers.
compres sibility, viscosity, New tonian a nd Non-N ewt onian fluids , rea l
Unit - V : Ferrous and Non-Ferrous Metals
:
and ideal fluids.
Definitions, manufacturing of cast iron, manufacturing of steel from
Unit-II :- Kinematics of Fluid Flow
: Ste ady & uns teady, uniform
pig iron, types of steel, marketable form o f steel, manufacturing of
and non-unifo rm, laminar & turbulent flows, one, two & three
aluminium and zinc.
dimensional flows , st rea m lines, s treak lines and pat h lines , cont inuit y
Unit - VI : Paints and Varnishes :
equat ion in diffe rential form, ro tat ion and  circulat ion,  element ary
Basic constituents of paints, types of paints, painting of wood,
explanation o f stream functio n and velocity potential, rotational and
constituents of varnishes, characteristics and types of varnishes.
irrotational flows, graphical and experimental methods of draw ing flow
Unit - VII :
Plastic-Definition, classification of  plastics, composition
net s.
and raw materials, manufacturing, characteristics and uses,
Un it -II I  : -  Flu id  St a tics  :
Pressure-density-height relationship, gauge
polymerisat ion, class ificat ion, special grades of plast ics.
and absolute pressure, simple differential and sensitive manometers,
Part  C : Drawings
two liquid manometers, pressure on plane and curved surfaces, centre
1. Typical drawings of :
of pressure , Buoya nc y, st abilit y of immer sed and float ing bo die s,
a) Cavity Wall
determination of metacentric height, fluid masses subjected to uniform
b) Bonds in brick work
acceleratio n, free and forced vortex.
c) Grillage foundation
Unit-IV :- Dynamic of Fluid Flow
: Euler ’s equa tion of mot ion
along a streamline and its integrtation, limit at ion of Bernouli’s equation,
2. Preparation of building draw ing mentioning  its s alient  features
Pitot tubes, venturimeter, Orficemeter, flow through orifices & mouth
including t he following det ails :
pieces, sharp crested weirs and notches, aeration of nappe.
a) Ground floor plan
 
SYLLABUS  B.Tech Civil Engg. 11 12 MAHARSHI  DAYANAND UNIVERSIT Y, ROHTAK
Unit-V :- Boundary layer analysis
: Boundary layer thicknesses,
Unit-VI :-
Plane Table Surveying : Plane table, met hos of plane t able
boundary layer over a flat plate, laminar boundary layer, turbulent
surveying, radiation, intersect ion, traversing and resection, t wo point
boundary layer, laminar sub-layer, smooth and rough boundaries, local
and three point pro blems.
and average friction coefficient, separation and its control.
Unit-VII :-
Tacheo metry : Uses o f tacheometr y, p rinciple o f
Unit-VI :- Dimensional Analysis and Hydraulic Similitude
:
tacheometric surveying-st adia system fixed hair method, determination
D imensional ana lysis, Buckingham theorem, important dimensionless
of tacheometric constants, tangential system, examples.
numbers and their significance, geometric, kinematic and dynamic
Unit-VIII :-
Cur ve s :  Cla ssifica tion o f curves, e le ments o f simple
simila rit y, mode l st udies, physical mode lling, similar and dist orte d
circular curve, location of tangent po ints-chain and tape metho ds,
models.
instrumental methods, examples of simple curves.
Transition Curves- Length and types of transitio n curves, length of
Books Recommended :
combined cxurve, examples : Vertical Curves: Necessity and types of
1. Hydraulic and Fluid Mechanic by P.N. Modi & S.M. Seth
vertical curves.
2. Introductio n to Fluid Mechanics by Robert W. Fox & Alan
Book Recommended :
T.McDonald.
1. Surveying Vol. 1 by B.C. Punmia
3. Fluid Mec hanic s t hrough p ro blems by R.J . Ga rde.
2. Surveying Vol. 1 by T.P. Kanitkar
4. Engineering Fluid Mechanics by R.J. Garde & A.G.
Mirajgaoker
MATH-201- E MATHEMATICS-1II
Sessional : 50 Marks
Exam : 100 Marks
CE-207 E SURVEYING-1
Total : 150 Marks
Sessional : 50 Marks
Duration of Exam. : 3 Hrs.
Theory : 100 Marks
Part-A
Total : 150 Marks
Fourier Series and Fourier Transforms : E uler ’s formulae, conditions
Duration of Exam. : 3 Hrs.
for a Fourier expa nsion, change of interval, Fourier expansion o f odd
Unit-I :-
F undamental P rinciples o f S urveying : Definition, obje cts ,
and even functions, Fourier expansion of squar e wave, rectangular
classification, fundamental principles, methods of fixing stations .
wa ve, saw-t oothed wa ve, half and full rectified wave, half range sine
Unit-II :- Measurement of distances
: Direct measurement,
and cosine series.
ins trume nt s for meas uring dist ance , inst ruments for making stat io ns,
Fourier integrals, Fourier transforms, S hift ing theorem (both on time
chaining of line, errors in chaining, tape corrections examples.
and frequency axes), Fourier transforms of derivatives, Fourier
Unit-III :-
Compass and Chain Traversing : Methods of traversing,
transforms of integrals, Convo lution theorem, Fourier transform o f
instruments for measurement of angles-prismatic and surveyor’s
Dirac-delta function.
compass, bearing of lines, local attraction, examples.
Unit-IV :-
Levelling : Definit ion of t erms used in levelling, types of
Part-B
levels and s taff, t emporary adjustment of levels, principles of levelling,
Functions of Co mplex Variable : Definition, Exponential function,
reduction of levels, booking of staff readings, examples, contouring,
Trignometric and H yperbolic functions , Logarithmic functions. Limit
characteristics of co ntours lines, locating conto urs, interpolation of
and Cont inuit y of a function,  D ifferentiability and Analyticity.
contours.
Cauchy-Riemann equations, necessary and sufficient conditions for a
Unit-V :-
Theodolite an Theodolit e Traversing : Theodolites, temporary
function t o be analytic, polar form of t he Cauchy-Riemann e quations.
adjustment of theodolite, measurement of angles, repetitio n and
Harmonic funct ions, a pplic at io n t o  flo w problems.  Integra tion of
reiteration method, traverse surveying with theodolite, checks in
complex functions, Cauchy-Integral theorem and formula.
traversing, adjustment of closed traverse, examples.
 
SYLLABUS  B.Tech Civil Engg. 13 14 MAHARSHI  DAYANAND UNIVERSITY, ROHTAK
Power series, radius and circle of convergence, Taylor ’s Maclaurin’s
CE-209 E ENGINEERING GEOLOGY
and Laurent’s series. Zeroes and singularities of complex functions,
Sessional : 50 Marks
Residues. Evaluation of real integrals using residues (around unit and
Theory : 100 Marks
s emi circle only)
Total : 150 Marks
Part-C
Duration of Exam. : 3 Hrs.
Probabilit y Dist ribu tions  and Hypo the sis Testing : Condit io nal
Unit-1 :- Introduction :
Definition, object , scope and sub division of
probabilit y, Ba yes t heo rem and its applic ations, expecte d value of a
geology, geology around us. The interior of the earth. Importance of
random variable. Properties and application of Binomial, Poisson and
geology in Civil Engineering projects.
N ormal distributions.
Unit- 1I :- Physical Geology
: The external and internal geo lo gical
Testing of a hypothesis, tests of significance for large samples, Student’s
fo rces causing changes, weathering and ero sion of the surface of the
t-distribution (applications only), Chi-square test of goodness of fit.
ear th. Geo logic al wo rk of ic e, wat er and winds. So il profile and its
Linear Pro gramming : Linear pro gra mming problems formula tion,
importance. Earthquakes and volcanoes.
S olving linear programming problems using (i) Graphical method (ii)
S implex met hod (iii) Dual simplex method.
Unit-1II :- Mineralogy and Petrology
: Definition and mineral and
roc ks. Classific at ion of imp orta nt  rock forming minerals,  simple
Books Recommended :
description based on pyhysical properties of minerals.
Rocks of eart h s urface, c las sificat ion of rocks. M ineral composit ion,
1. Advanced Engg. Mathematics : F Kreyszig.
Text ures,  structure and  origin of Igneous, S edimentary and
2. Higher Engg. Mathematics : B.S. Grewal.
Metamorphic rocks. Aims and principkles of stratigraphy. Standard
3. Advanced Engg. Mathematics : R.K. Jain, S.R.K. Lyenger.
geologic al/ st ratigraphica l time scale with its sub division and a short
4. Advanced Engg. Mathematics : Michael D. Greenberg.
description based on engineering uses of formation of India.
5. Operations Research : H.A. Taha.
6. Probability and st at istic s for Engineers : Johnson. PHI.
Unit-1V :- Structural Geology
: Forms and structures of rocks.
Note :
Examiner will se t eight quest ions, t aking t wo fr om P art-A,
Bedding plane and outcrops, Dip and strike. Elementary ideas about
three fro m Part-B and three from Par t-C. Students will be
fold, fault, joint and unconformity and recognition on outcrops.
required to attempt five questions taking atleast one from each
Importance of geological structures in Civil Engineering projects .
part.
Unit-V :- Applied Geology
: Hydrogeology, wat er table, springs and
Artesian w ell,  aquifers,  ground w at er  in e ngineering project s. Artificial
recharge of ground water, Elementary ideas of geological investigations.
Remote s ensing techniques for geological and hydrologica l s urvey and
investigatio n. uses o f geological maps and interpretation o f data,
geological reports.
Unit-VI :-
Suitability and stability of foundation sites and abutments.
Geological conditions and their influence on the selection, location,
type and design of dams, reservoirs, tunnels, highways, bridges etc.
 
SYLLABUS  B.Tech Civil Engg. 15 16 MAHARSHI  D AYANAND UNIVERSITY, ROHTAK
Unit-VII :- Landslides and Hillslope stability
:
CE-213 E BASIC  COMPU TER APPLICATION
Improvement of foundation rocks, precaution and treatment against
Sessional : 25 Marks
faults, joints and gound water, retaining walls and o ther precautions.
Theory : 25 Marks
Geology and environment of earth.
Total : 50 Marks
Duration of Exam. : 3 Hrs.
Book Recommended:
Elements of co mputers and its working-block diagram of computer
input, output and storage devices memory-primary and secondary
1. A Text Book of Geo logy by P.K. Mukherjee
systems s/w application software/programme.
2. Physical and General Geo lo gy by S.K. Garg
3. Engineering and Genera l Geology by Prabin Singh
Types o f computers-stand alone, multi-user, network/distributed,
4. Introduction of Physical Geology by
A. Holmes.
personal, microcomputer, workstation Servers, mainframes and super
computer.
Document preparation using work processing software-purpo se and
characterization of  documents, spell checking, mail merge, paragraph
CE-211 E STRUCTURAL ANALYSIS-1 LAB
and page layout alignment and justificatio n, tables, charts, graphs,
Sessional : 25 Marks
diagram.
Theory : 25 Marks
Document presentation using power point-preparation of slides and
Total : 50 Marks
its Presentation, hyperlinks
Duration of Exam. : 3 Hrs.
Concepts of spreadsheets formula graphs and cahrts
Information storage and material-crea ting, editing and viewing atabase,
List of Experiments :
adding deleting and undeleting records, searching a database ordering
1. Verification of reciprocal theorem of deflection using a simply
the database on a selected key
supported beam.
Concept of internet, server types, connectivity (TC/IP shell)
2. Verification of moment area theorem for slopes and deflections
applications of internet like : email and brows ing
of the beam.
Concepts of e-commerce.
3. Deflections of a truss-horizontal deflections & vertical deflections
Books
of various joints of a pin-jointed truss.
4. Elastic displacements (vertical & horizontal) of curved members.
Buncamentals of computer-V. Rajaraman
5. Experimental and analyt ical study of 3 hinged arch and influence
Computer today-SK Basanda
line for horizontal thrust.
MS-office 2 000 for everyone-Sanjay Saxena
6. Experimental and analytical study of behaviour of s truts w it h
Interne t for everyone Alexis Icon a nd Mathews
various end conditions.
Computer fundament als -P.K. S inha
7. To determine elastic pro perties of a beam.
Fundamentals of information technology-Leon and Leon
8. Uniaxial tension test for steel (plain & deformed bars)
9. Uniaxial compression test on concrete & bricks specimens.
 
SYLLABUS  B.Tech Civil Engg.    17 18 MAHARSHI  D AYANAND UNIVERSITY, ROHTAK
CE-202 STRUCTURAL ANALYSIS-II
CE-215 E ENGINEERING GEOLOGY LAB
Sessional : 50 Marks
Sessional : 25 Marks
Theory : 100 Marks
Theory : 25 Marks
Total : 150 Marks
Total : 50 Marks
Duration of Exam. : 3 Hrs.
Duration of Exam. : 3 Hrs.
Unit-I :- Statically Indeterminate Structures :
Introduction, Static
and Kinematic Indeterminate, Castigliano’s theorems, Strain energy
List of Experiments :
method, Analysis of frames with one or t wo re dundant members using
1. Study of physical properties of minerals.
Ca stigliano’s 2nd t heorem.
2. Identification of rock forming silicate and ore minerals.
3. Recognition of rocks.
Unit-II :- Slope deflection and moment Distribution Methods
:
4. Use of Clinometer compass and Brunton compass for
Analysis of continuous beams & Portal frames, Portal frames with
mea sureme nt dip and s trike of format io ns.
inclined members.
5. Drawing of geolo gical cross-selections and study of geological
maps.
Unit-III :- Column Analogy Method
: Elastic centre, Properties of
6. Study of models of geological structure and outcrops patterns of
analogous column, Applications to beam & frames.
different types of rocks and landforms.
Unit-IV :- Analysis of Two hinged Arches
:  Parabolic and circular
Arches, Bending Moment Diagram for various loadings, Temperature
CE-217 E SURVEYING-I LAB
effects, Rib shortening, Axial thrust and Radial Shear fo rce diagrams.
Sessional : 25 Marks
Theory : 25 Marks
Unit-V:-
Unsymmetrical Bending Introduction, Centroidal principal
Total : 50 Marks
axes of sections, Bending stresses in beams subjected to unsymmetrical
Duration of Exam. : 3 Hrs.
bending, shear centre, shear centre for channel, Angles and Z sections.
Unit-VI:-
Cable and suspension Bridges - Intro duction, uniformly
List of Experiments :
loaded cables, Temperature stresses, three hinged stiffening Girder
1. Chain surveying : Chaining and chain t raversing.
and two hinged stiffening Girder.
2. Compass traversing.
3. Plane tabling: methods of plane table surveying, two point &
Books Recommended :
thre e point proble ms.
4. Levelling : P rofile leveling and plotting of longitudina l section and
1. St at ically Indeterminat e  Structures , C.K.  Wang, M cGraw H ill
cross sections, Y leveling. Permanent adjustment of level,
Book Co., New York.
Reciprocal leveling, Contouring and preparation co ntour map.
2. Advanced Structural Analysis, A.K.  Jain, Nem Chand & Bros.,
5. Use of tangent clinometer.
Roorkee.
3. Indeterminate Structures, R.L. Jindal, S. Chand & Co., New
Delhi.
4. Theory of Struct ures, Vol. I, S .P. G upta & G.S.  Pandit , Ta ta
McGraw Hill, New Delhi.
 
SYLLABUS  B.Tech Civil Engg.    19 20 MAHARSHI  DAYANAND UNIVERSITY, ROHTAK
Unit-VIII :-
One way and Two Ways Slabs-General considerations,
CE-204 E DESIGN OF CONCRETE  STRUCTURES-I
Design of one way and  two  ways s labs  for  distribut ed and concent rated
Sessional : 50 Marks
loads, Non-rectangular slabs, o penings in slabs, Design examples.
Theory : 100 Marks
Total : 150 Marks
Unit-IX :-
Columns and Footings-Effective length, Minimum
Duration of Exam. : 3 Hrs.
eccentricity, short columns under axial compression, Uniaxial and biaxial
Unit-I :- Elementary treatment of concrete technology:
Physical
bending, s lender columns, Isolated and wall footings, D esign examples.
requirements of cement, aggregate, admixture and reinfo rcement,
St rength and durability, shrinkage and creep. Design of concrete mixes,
Unit-X:-
Ret aining Walls-Classificat ion, Fo rc es o n r eta ining walls,
Acceptability criterion, I. S. Specifications. as per i:s 450
design crit eria, stability requirement s, Proport ioning of c antilever
ret aining wa lls, counte rfo rt ret aining wa lls, c riter ia for design of
Unit-II :- Design Petheo ries in Reinforced Concrete:
Working
counterforts, design examples.
stress and limit state methods, Limit state v/s working stress method,
Building code, Normal distribution curve, characteristic strength and
Books Recommended :
characteristics loads, design values, Partial safety factors and factored
loads, stress strain relationship for concrete and steel.
1. Design of Reinforced Concrete Structures, P. Dayaratnm,
Oxford & IBH Pub., N. Delhi.
Unit-III :- Working Stress Method
: Basic assumpt ions, permiss ible
2. Reinforced Concrete-Limit State Design, A.K. Jain, Nem
stresses in concrete and steel, design of singly and doubly reinforced
Chand & Bros., Roorkee.
rectangular and flanged b eams in flexure, steel beam theory, inverted
3. Reinforced  Concrete, I.C. Sayal & A,K, Goel, A.H. Wheeler
flanged beams, design examples.
& Co. Delhi.
4. Reinforced Concrete Design, S.N. Sinha, TMH Pub., New
Unit-IV :- Limit State Method :
Basic a ssu mpt io ns, Analysis and
Delhi.
design of singly and do ubly reinforced rectangular flanged beams,
5. SP-16( S&T)-1980, Design Aids for Reinfo rced Concrete to
minimum and maximum reinforcement requirement, design examples.
IS:456, BIS, New Delhi.
6. SP-34(S&T)-1987 Handboo k on Concrete Reinforcement
Unit-V :-
Analysis and Design of Sections in shear, bond and torsion-
and Deta iling, BIS, Ne w D elhi.
Diagonal tension,  shear reinforcement, development  length, Anchorage
and flexural bo nd, To rsional, stiffness, equivalent shear, Torsio nal
reinforcement, Design examples.
Unit-VI :-
Concrete Reinforcement and Detailing-Requirements of
goo d detailing, co ver to reinforcement, spacing of reinforcement,
reinforcement  splicing, Anchoring  reinforcing bars in flexure and shear,
curtailment of reinforcement.
Unit-VII :- Serviceability Limit State :
Control of deflection,
cracking, slenderness and vibrations, deflection and moment
relat ionship for limiting values o f span to dept h, limit st ate of crack
width, Design examples.
 
SYLLABUS  B.Tech Civil Engg.    21 22 MAHARSHI  DAYANAND UNIVERSIT Y, ROHTAK
Books Recommended :
CE-206 E FLUID MECHANICS-II
Sessional : 50 Marks
1. Fluid Mechanics-St reet er & Wyile.
Theory : 100 Marks
2. Fo uid Me ch & Hyd . M/ cs by Modi & Seth
Total : 150 Marks
3. Open channel Hydraulics -V.T. Cho w.
Duration of Exam. : 3 Hrs.
4. Hydraulic Mechines - J . Lal.
Unit-I :- Turbulent flow :
Introduction to turbulent flow, mixing length
5. Fluid Mechanics by A.K. Jain
theory, velocity distribution in turbulent flow, resistance of smooth and
6. Fluid Mechanics - Subramanyam.
artificially roughened pipes, commercial pipes, aging of pipes. Losses
due to sudden expansion and contraction, losses in pipe fittings and
valves, concepts of equivalent length of pipe, hydraulic and energy
HUM-202E FUNDAMENTALS OF MANAGEMENT
gradient lines, pipes in series, pipes in parallel, branching of pipes,
Sessional : 50 Marks
pipe network siphon, water Hammer (o nly quick closure case).
Theory : 100 Marks
Total : 150 Marks
Unit-II :- Flow in open channels :
Uniform flow Basic co ncepts,
Duration of Exam. : 3 Hrs.
Resistance equations (Chezy’s and mannings formula), Uniform flow
Unit-I :-
Meaning of management, definitions of management,
computations,  Efficient channel section, specific energy concept crit ical
characteristics of management, management vs administration
flow and its comput ations, channel transitions.
management-art, science and profession, importance of management,
development of management thoughts.
Unit-III :- Flow in open channels :
Non-Uniform flow, gradua lly
Principles of management the  management functions, Int er relation ships
varied flow-basic assumptions and dynamic equations of gradually
of managerial functions .
flow. Types of slopes and their characteristics, analysis and
computations of flow profiles, dept analysis, surges in open channels.
Unit-II :-
Nature and significance of staffing, personnel management,
funct ions of personnel management, Manpo wer planning, recruitment,
Unit-IV :- Turbines :
Classification definitions, laws, specific speed
selection, promotion-seniority vs merit training-objective s and types
and unit quantities, Pelton turbines-t heir construction and settings, speed
of training.
regulation dimentions o f various element. Action of jet, torque, power
and efficiency for ideal case, characteristic curves. Reaction turbines
Unit-III :- Production Management
:Definition objectives functions
constructio n & setting draft tube theory, runaway speed, working
and sco pe production planning and control its significance, stages in
proportion of hydraulic turbines and characteristic curves, cavitation.
pro duction planning and control its significance, stages in production
Forces on immersed bodies : types of drag, drag o n a sphere, a flat
planning and control brief introduction to the concepts of material
plate, a cylinder and an aerofoil de velopme nt of lift .
management, inventory control, it s importance and various met hods.
Unit-V :- Pumps :
Centrifugal pumps : Various types and their important
Unit-IV :- Marketing Management
: Definition; objectives;
components, manometric, total head, net positive suction head, specific
importance ; limitation; process adve rtisement-meaning of advertising,
speed, shu off head, cavitation. Principle of working and characteristic
objectives , funct ions, criticism.
curves. Priming and maintenance of submersible pumps.
Unit-V :-
Introduction of financial Management objectives of Financial
Reci procati ng pumps
: principle of working,  coefficient of discharge,
Management, Functio n and impo rtance to the concept of capital
slip, single acting and double acting pump. Manometric head,
structure and various sources o f finance.
Acceleration head, Working of air vessels, simplex, duplex and three
throw pumps, construction and discharge. Air lift  pump.
 
SYLLABUS  B.Tech Civil Engg.   23 24 MAHARSHI  D AYANAND UNIVERSITY, ROHTAK
Unit-III :- Survey Adjustment and Treatment of Observations :
Books Recommended :
Definite weight of an observation, most  probable values, type of error,
Test Book
principle of least squares, adjustment of t riangulation figures by method
of least squares.
1. Principles and practice of Management-R.S. Gupta, B.D.
Sharma, N.S. Bha lla (Kalyani Publisher).
Unit-IV :- Astronomy  :
Definitions of ast ronomical t erms, st ar at
2. Organisation and Management-R. D. Aggarwal (Tata  Mc
elongation, star at prime vertical star at horizon, star at culmination,
G raw Hill)
cele st ia l coo dinat e syst ems, Napier ’s rule of c ir cular part s, various
time systems: sidereal, apparent, solar and mean solar time, equation
Reference Boo ks
of t ime-its caus e, effect, det ermina tion of longit ude, int er-conversion
of time, determination of time, azimuth and latitude by astronomical
1. Principles & pr actices of management - L.M. Prasad (Sultan
observations.
Chand Sons)
2. Management -Harold, koontz and Cyrilo Donell (Mc Graw
Unit-V :- Elements of Photogrammetry :
Introduction: types of
Hill)
photographs, Terrestrial and aerial photographs awerial camera and
3. Marketing Management -S.A. Sherlikar  (Himalaya Publishing
height displacement s in vertical photographs , ste reos copic vis ion and
H ouse, Bombay)
stereoscopies, height determination from parallax measurement, flight
4. Financial Management- I.M. Pandey (Vikas Publishing House,
planning, plott ing by radiline method, principle of photo inte rpretation
N ew D elhi)
and photogrammetric monitoring in Civil Engineering.
5. M anagement - James A.F. St oner & R. Edwar F reeman, P HI
Unit-VI :-
Int roduction of remot e s ens ing and it s syst ems .
Note
:- Eight questions are to be set at least one question from each
unit and t he students will have t o attempt five quest ions in all.
Unit-VIII :-
Co ncept of G.I.S. and G.P.S.- Basic Components, data
input, storage & output.
CE-210 E SURVEYING - II
Books Recommended :
Sessional : 50 Marks
Theory : 100 Marks
1. Surveying Vol. 2 by B.C. Punmia
Total : 150 Marks
2. Surveying Vol. 3 by B.C. Punmia
Duration of Exam. : 3 Hrs.
3. Surveying Vol. 2 by T.P. Kanitkar
Unit-I :- Trigonometrical Levelling :
Introduction, height and
distances-base of the object accessible, base of object inaccessible,
geodetical observat ion, refract ion and curvature, axis signal correction,
difference in elevation between two points.
Unit-II :- Trangulation  :
Triangulation systems, classification, strengt h
of figure, selection of triangulation stations, grade of triangulation, field
work of triangulation, triangulation computations, introduction to
E.D.M. instruments.
 
SYLLABUS  B.Tech Civil Engg.    25 26 MAHARSHI  D AYANAND UNIVERSITY, ROHTAK
CE-212 E CONSTRUCTION & CONCRETE TECHNOLOGY
CE-214 E STRUCTURAL ANALYSIS-II LAB
Sessional : 50 Marks
Sessional : 25 Marks
Theory : 100 Marks
Theory : 25 Marks
Total : 150 Marks
Total : 50 Marks
Duration of Exam. : 3 Hrs.
Duration of Exam. : 3 Hrs.
Un it-1 :- CPM -
Project Management, Bar chart and Milestone Chart s,
Elements o f network, development of network, network analysis.
List of Expe riments :
1. Experiment on a two-hinged arch for horizontal thrust & influence
Unit-I1 : - Concrete Technology -
Co ncrete making materials :
line for Horizontal thrust.
cements, aggregates, water, admixtures, properties of fresh and
2. Experimental and analytical study of a 3 bar pin jointed Truss.
hardened concrete, variability of concrete strength, extreme weather
3. Expe rimental and alalytical study of deflect ions for unsymmetrical
concreting, Testing of concrete mixes, prestressed concrete.
bending of a Cantile ver bea m.
4. Begg’s deformeter-verification of Muller Breslau principle.
Unit-II1 :- Mix Design -
Princ iple s of c oncret e mix design, basic
5. Experimental and analytical study of an elastically coupled beam.
considerations, Factors in t he choice of mix design, outline  of mix design
6. Sway in portal frames-demonstration.
pro cedure, ACI mix design  practice, USBR method, British mix design
7. To study the cable geometry and statics for different loading
method IS guidelines .
conditions.
8. To plot s tres s-st rain curve for c oncret e.
Unit-IV :- Heavy Construction -
Construction of large structures,
dams, bridges, multi-storeyed buildings etc.
CE-216 E FLUID MECHANICS - LAB
Unit-V :-  Construction Equipments -
Introduction to heavy
Sessional : 25 Marks
construction equipment, crushers, hot mix, plants, dozers etc.
Theory : 25 Marks
Total : 50 Marks
Books Recommended :
Duration of Exam. : 3 Hrs.
List of Expe riments :
1. Handbook o f mix de sign - BIS
1. To determine the coefficient of drag by Stoke’s law for spherical
2. PERT & CPM by B.C. Punmia
bodies.
3. Concrete Technology by M.S. Shet ty.
2. To study the phe nomenon of cavitat ion in pipe flow.
3. To determine the critical Reynold’s number for flow through
commercial pipes.
4. To det ermine t he co efficient of dis charge for flow over a broad
crested weir.
5. To study the characteristics of a hydraulic jump on a horizontal
floor and sloping glacis including friction blocks.
6. To study the scouring phenomenon around a bridge pier model.
7. To study the scouring phenomenon for flow past a spur.
8. To determine the characteristics of a centrifugal pump.
9. To study the momentum characteristics of a given jet.
10. To determine head loss due to various pipe fittings.
 
SYLLABUS  B.Tech Civil Engg.    27 28 MAHARSHI  DAYANAND UNIVERSIT Y, ROHTAK
CE-218 E PROFESSIONAL PRACTICES
2.
Tacheometry :
Tacheometric constants, calculating horizontal
distance and elevations with the help of tacheometer.
Sessional : 25 Marks
Practical : 25 Marks
3. Setting of simple circular  curves by off set  method, off set from
Total : 50 Marks
chord produced, off set from long chord and by deflection angle method.
Duration of Exam. : 3 Hrs.
4. An exercise of triangulation including base line measurement.
Leadership -
Concepts of leaders hip, role of t raining role o f leader,
leaders hip in industry.
CE-222 E CONCRETE LAB
Professional ethics
-concepts of ethics character, duty &
Sessional : 25 Marks
responsibility, disciplines, Integrity, courage etc conducts, codes.
Theory : 25 Marks
Motivation
- Dynamics of human behaviour, classification of motives,
Total : 50 Marks
pay, promo tion, compe tit ion, a nd  partic ipa tion rewards et c.  job
Duration of Exam. : 3 Hrs.
satisfaction.
Tests on Cement :
Human Relations
- Behaviour modification techniques, industrial
1. Standare consistency of cement using Vicat’s apparatus.
relations, characteristics of gro up behaviour, Mob psychology,
2 . Fineness of cement by Sieve analysis and Blaine’s air per meability metho d.
lookouts, handling of grievances, labour welfare.
3. Soundness of cement by Le-Chatelier’s apparatus.
4. S ett ing t ime of cement, initial and final.
Communication
- Process, bareness & effective communication
5. Compressive st rength of cement.
6. Measurement of specific gravity of cement.
Conflicts
- Genesis, Inter group, resolving conflicts team building
Tests on Aggregates :
Labour Industrial & Tax Law
- Factory act, workmen compenstion
act, minimum wage act etc.
1. Moisture content and bulking of fine aggregate.
2. Fineness modulus o f coarse and fine aggregates.
Accident Safety
- Classification & ac tion
Tests on Concrete :
CE-220 E SURVEYING-II LAB
1. Workability of cement concrete by (a) Slump test  (b) Compaction
factor test  (c) Flow table test.
Sessional : 50 Marks
2 . C omp ressiv e streng th o f co ncrete by ( a) C ube  test ,  (b) C ylind er  test.
Theory : 50 Marks
3. Indirect tensile strength of concrete-split cylinder test.
Total : 100 Marks
4. Modules of r upture of concrete by flexure test
Duration of Exam. : 3 Hrs.
5. Bond strength between steel bar and concrete by pull-out test.
6. Non-destructive testing of concrete.
List of Experiments :
Books Recommended :
1.
Theo dilite  :
Study of theodolite, measurement of horizontal angle,
1. Concrete Manual-M.L. Gambhir, Dhanpat Rai & Sons, New Delhi.
measurement of vertical angle, Permanent adjustment.
2. Concrete Technology-M.L. Gambhir, Tata McGraw Hill, New Delhi.
 
SYLLABUS  B.Tech Civil Engg.    29 30 MAHARSHI  DAYANAND UNIVERSIT Y, ROHTAK
Drawings :
CE-301 E DESIGN OF STEEL STRUCTURE-1
Sessional : 50 Marks
1. Structural drawings of various types of welded connections
Theory : 100 Marks
(simple and eccentric)
Total : 150 Marks
2. Beam to column connections (framed & seat connections)
Duration of Exam. : 3 Hrs.
3. Column bases-slab base, gussested base and grillage foundation.
Unit-I :- Introduction -
Pr opert ies of st ruct ural st eel. I .S. Rolled
4. Plate girder.
sections and I. S. spe cifications.
5. Roof truss.
Unit-II :- Connections -
I mportance, various types o f connections,
Books Recommended
:
simple and moment resistant, riveted, bolted and welded connections.
1. Design of steel structures, A.S. Arya & J.L. Ajmani, Nem Chand
Unit-III :-
Design  of Tension Members :  Introduction,  types  of tens ion
& Bros., Roorkee.
members, net sectional areas, design of tension members, lug angles
2. Design of steel structures, M. Raghupati, TMH Pub., New Delhi.
and splices.
3. Des ign of s teel struct ures, S.M.A. K azmi & S.K . Jindal, Prentice
Hall, New Delhi.
Unit-IV :- Design of Compression Members -
Introduction,
4. Design of steel structures, S.K. Duggal,  TMH Pub. New Delhi.
effective length and slenderness ratio, various types of sections used
for columns, build  up  columns it s, neces sit y, design of built  up  columns,
laced and bat tened columns including the design of lacing and battens,
design of eccentrically lo aded compression members & columns.
CE-303 E TRANSPORTATION ENGINEERING I
Unit-V :- Column Bases and Footings:
Introduction, types of
column bases, design of slab base and gusseted base plate, design of
Sessional : 50 Marks
gusseted base subjected to eccentrically loading, design of grillage
Theory : 100 Marks
foundations.
Total : 150 Marks
Duration of Exam. : 3 Hrs.
Unit-VI :- Design of Beams :
Introduction, types of sections, general
Unit-I :- Design of Flexible Pavements -
Types o f pavements.
design crit eria for bea ms, design of lat erally supported  and unsupported
Flexible and rigid pavements. Components of a pagvement and their
beams, design of built up beams, web buckling, web crippling and
functions. Fac tors affecting design of pavements. Design of t hickness
diagonal buckling.
of a flexible pavement by Group Index method, CBR method
(inclu ding lat est IRC guide lines), Triaxial met ho d and Burmiste r’s
Unit-VII :-  Gantry Girders -
Introduction, various loads,
method.
specifications, design of gantry girder.
Unit-II :- Design of Rigid Pavements
- Westergaard’s theory,
Unit-VIII :- Plate Girder :-
Introduction, elements o f plate girder,
critical locatio ns of loading, load and temperature stresses. Critical
design steps of a plate girder, necessity of stiffeners in plate girder,
combination of st resses. IRC guidelines for determinat ion of thickness
various t ypes of stiffeners, we b and flange splices (brief introduc tion),
of a rigid pavement.
Curtailment of flange plat es, des ign of beam t o c olumn connect ions :
Joints
: Require ment s, t ypes, pat t erns. Spacing o f expansio n and
Introduction, design of framed and seated connection.
contract ion joint s. Functions of dowe l a nd tie bars.
 
SYLLABUS  B.Tech Civil Engg.    31 32 MAHARSHI  D AYANAND UNIVERSITY, ROHTAK
Unit-III :- Highway Construction : Non-Bituminous Pavements
-
Books Recommended :
Brief introduction to earthwork machinery : Shovel, hoe, clamshell,
dragline, bulldo zers. Principles of field co mpaction of subgrade.
1. Highway Engg. by S.K. Khanna & C.E.G. Justo , Nem Chand
Compacting equipments. Granular roads. Construction steps o f
Bros., Roorkee.
WBM. WMM. Construction of cement concrete pavements, Slip-
2. Principles and Practice of Highway Engg. by L.R. Kadiyali, Khanna
form pavers, Basic concepts of the following : soil stabilized roads,
Publishe rs, Delhi.
use of geo-synthetics, reinforced cement concrete pavements, prestress
3. Principles of Pavement Design by Yo der, E.J. & Witezak, M.W.,
concrete pavements, roller compacted concrete pavements and fibre
John Wiley and So ns, USA.
reinforced concrete pavements.
4. Tunnel Engineering by S.C. Saxena, Dhanpat Rai Publications,
New Delhi.
Unit-IV :- Construction of Bituminous Pavements
- Various types
5. A t ext book of Tunnel, Bridges and  Railway Engg. by S.P. Bindra,
of bituminous constr uctio ns. Prime coat, tack coat, seal coat and
Dhanpat Rai Delhi.
s urface dres sing. Const ruction of BU SG,  Premix carpet , BM , DBM
and AC. Brief coverage of machinery for construction of bituminous
ro ads: bitumen boiler, sprayer, pressure distributo r, hot-mix plant,
CE-305 E WATER SUPPLY AND TREATMENT
co ldmix plant, tripper trucks, me cha nic al paver o f finisher, rollers.
Sessional : 50 Marks
Mastic asphalt, Introduction to  various IRC and MOST spec ificat ions.
Theory : 100 Marks
Total : 150 Marks
Unit-V :- Highway Maintenance
- Pavement failures. Maintenance
Duration of Exam. : 3 Hrs.
operatio ns. Maintenance of WBM, bituminous surfaces and cement
Unit-I :- Water Quantity :
Importance and necessity of water supply
concr ete pavements. Pavement evaluation. Benk leman beam.
scheme. Water demands and its variations. Estimation of total quantity
Introduction to various types of overlays.
of water requirement. Population forecasting. Quality and quantity of
sur face and ground water sources. Selectio n of a source o f water
Unit-VI :- Highway Drainage and Hill Roads
- Surface drainage
supply. Types of intakes.
: types,  br ief design. Types of sub-surface drainage. Special
characteristics of hill roads: geometrics, hair pin bends, construction
Unit-II :- Water Quality :
Impuritie s in wa ter a nd  their sa nit ary
of hill roads, drainage of hill roads, maint enance problems of hill roads.
significance. Physical, chemical and bacteriological analysis of water,
water borne diseases, water quality standards.
Unit-VII :- Highway Economics and Finance
- N eed of economic
evaluation. Highway user benefits and costs. Methods of economic
Unit-III :- Water Treatment :
Objectives, treatment pro cesses and
evaluation: benefit cost ratio method, net present value method, internal
their sequence in co nventional treat ment plant, sedimentation-plan and
rate of return method, comparison. Highway finance.
aided with co agulation. Types, features and design aspects. Mixing
bas ins and F locculat ion units. Filtration-mechanism involved, t ypes of
Unit-VIII :- Tunnels
- Se ctions  of t unnels : Advantages,  limit ations
filters, slow and rapid sand filtration units (features and design aspects),
and suit ability of each section. Shaft. Pilot tunnel. Driving t unnel rocks:
Disinfection principles and aeration.
sequence of construction operations, full-face method, heading and
bench method, drift method. Driving tunnels in soft ground: sequence
Other water treatment pr ocesses : Purification processes in natural
of co nstruction operations, needle beam method, shield tunneling,
system, water softening, removal of taste and odour, advanced methods
compres sed air t unneling.
of w ater t reatment , deflouridat ion, dis solved solids removal.
 
SYLLABUS  B.Tech Civil Engg.   33 34 MAHARSHI  D AYANAND UNIVERSITY, ROHTAK
Unit-IV :- Water Conveyance System :
Conveyance o f water,
CE-307 E SOIL MECHANICS
Intake structures, Rising and Gravity system, Dual systems, Pumping
Sessional : 50 Marks
Systems and pumping stations, valves and appurtenances, pipe
Theory : 100 Marks
materials and pipe fitting, O & M and trouble shooting for conveyance
Total : 150 Marks
s ystem.
Duration of Exam. : 3 Hrs.
Unit-V :- Water Distributi on System :
Layo u t  of  Dist ribu tio n  system
Unit-I :- Soil Formation and Composition
- Dea d End system, Grid Iro n syst em, Ring syst em, Radial syste m,
Introduction, soil and rock,  Soil Mechanics and  Foundat ion Engineering,
their merits and demerits, Distributio n Reservoir-functions and
origin of s oils, weathering, soil format ion, major soil deposits of India,
determination of storage capacity, Water Distribution Network,
pa rticle size, particle shape,  inter-particle forces, soil st ructure,  principal
Analysis of distribution network, layout, capacity and pressure
clay minerals.
requirements, leak detection, Maintenance, Water supply in buildings
Unit-II :- Basic Soil Properties
and plumbing.
Introduction, three phase system, weight-volume relationships, soil
Books Recommended :
grain pro perties, soil aggregate properties, grain size analysis, sieve
analysis,  sed ime nt at ion analysis, gra in size dist ribut io n cur ve s,
1. Water Supply and Sewerage : E.W. Steel.
cons istency of soils , consis tency limits and their  det ermination,  activity
2. Water Supply and Sewage by Terence J. McGhee.
of clays, rela tive densit y of sa nds.
3. Water Supply Engineering : S.R. Kshirsagar.
4. Water Supply Engineering : S.K. Garg.
Unit-III :- Classificatio n of soils
5. Water Supply Engineering: B.C. Punmia, Ashok Jain & Aru Ja in.
Purpose of classification, classification on the basis of grain size,
6. Ma nual on Wat er S upply a nd Treatment : Ministry of U rban Dev.,
clas sificat ion on the bas is of plasticity, plasticit y chart, Indian Sta ndard
New Delhi.
Classificat ion System.
7. Water Supply Waste Disposal and Environmental Pollution
Unit-IV :- Permeability of Soils
Engineering  by A.K. Chatterjee.
Intro ductio n, Darcy’s Law and its validity, discharge velocity and
8. Elements of Public Health Engineering by K.N. Duggal.
seepage velocity, factors affecting permeability, laboratory
9. Water Supply and Sanitary Engineering by G.S. Birdie and J.S.
det ermina tion of c oefficient of permea bilit y, dete rminat ion of fie ld
Birdie.
permeability, permeability of stratified deposits.
10. Environmental Enginee ring by Howard S .  Peavy, Donald R.  Rowe
and George Tchobanoglous.
Unit-V :- Effective Stress Concept
11. Water and Waste Water Technology by Mark T Hammer.
Principle of effective stress, effective stress under hydrostatic
condit ions, capillary rise in s oils, effective st ress in the zone of capillary
rise, effective stress under steady state hydro -dynamic conditions,
seepage force, quick condition, critical hydraulic gradient, two
dimensional flow,  Laplace’s equation, propert ies  and utilit ies of flow net,
graphical method of construction of flow nets, piping, protective filter.
Unit-VI :- Compaction
Introduction, role o f moisture and compactive effect in compaction,
laboratory determination of optimum moisture content, moisture density
relat io nship, c ompaction in fie ld, compactio n o f cohesionle ss soils,
modera tely cohesive soils and clays , field c ontr ol of compaction.
 
SYLLABUS  B.Tech Civil Engg.    35 36 MAHARSHI  DAYANAND UNIVERSIT Y, ROHTAK
Unit-VII :- Vertical Stress Below Applied Loads
CE-309 E NUMERICAL METHODS & COMPUTING
Introduction, Boussinesq’s equation, vertical str ess distr ibution
TECHNIQUES
diagrams, vertical stress beneath loaded areas, Newmark’s influence
Sessional : 50 Marks
chart, approximate stress distributio n methods for loaded areas,
Westergaard’s analysis, conta ct pressure.
Theory : 100 Marks
Total : 150 Marks
Unit-VIII :- Compressibility and Consolidation
Duration of Exam. : 3 Hrs.
Introduction, components of total settlement, consolidation process,
Unit-I Roots of Equation :
one-dimensional consolidation test, typical void ratio-pressure
Graphical Methods, Newton Raphson’s Method, Solution of Ordinary
relationships fo r sands and clays, normally consolidated and over
differential equations by Runga Kutta Metho d, Solution of linear
consolidated clays, Casagrande’s graphical method of estimating pre-
algebraic equations by Relaxation Methods.
consolidation pressure, Terzaghi’s theory of one-dimensional primary
consolidation, determination of coefficients of consolidation,
Unit-II Numerical Interpolation :
consolidation settlement, Construction period settlement, secondary
Numerical Int erpola tion : Linear a nd Lagra ngian Ingt erpolat ion,
consolidation.
Numerical Int egration, Trapezoidal and Simpson’s Rule. Curve Fitting
Unit-IX :- Shear Strength
: Linear a nd Polynomia l re gr ession. Curve Fitt ing: Linear and
Introduction, Mohr stress circle, Mohr-Coulomb failure-criterion,
Polynomial regression.
relationship between principal stresses at  failure,  shear tests, direct shear
Unit-III Evolution of program design concepts
t est, unconfined compression test, tri-axial compression tests, drainage
Basic object oriented co ncepts. Object o riented  languages: C++,
conditions and strength parameters, Vane shear test, shear strength
co nstructs & syntax : Algorithm develo pment and implementation ;
characteristics of sands, normally consolidated  clays, over  consolidat ed
Applic atio n of object  orient ed pr ogramming in Civil Engineering
clays  and part ially s aturated  soils, s ensitivit y and  thixot ropy.
Syst ems.
Unit- X :- Earth Pressure
Unit-IV
Introduction, earth pressure at rest, Rankine’s active & passive states
Introduction to data structure, computer graphics and graphical user
of plast ic equilibrium,  Rankine’s earth pressure theory, Coulomb’s earth
interfaces. Overview of technical application software : spread sheets,
pr essure theo ry, Culmann’s graphical construction, Rebhann’s
databases, CAD and GIS.
cons truction.
Unit-V
Books Recommended
Formulation of the various problems of Civil Engineering  like  calculation
1. Basics and Applied Soil Mechanics by Gopal Ranjan, ASR Rao,
of slope & definition of a beam, Seepage and development of flownets,
New Age International (P) Ltd. Pub. New Delhi.
consolidation of soil layer, head los s due t o frict ion, water supply pipe
network etc. and development of computer programming using C++.
2. Soil Engg. in T heory and Pract ice , Vol. I, Fundamentals a nd
General Principles by Alam Singh, CBS Pub., New Delhi.
Books Recommended :
3. Engg. Properties of Soils by S.K. Gulati, Tata-Mcgraw Hill, New
1. Numerical Methods in E ngineering by Pierso n.
Delhi.
2. Numerical Methods in Computer Programming by Krishna Raju.
3. Higher Mat hemat ic s by B.S. Grewa l.
4. G eotechnical Engg. by P. Purs hot am Raj, Tat a Mc graw Hill.
4. Programming in C++ by Robort laffore.
5. P rogramming in C++ by Bala Guruswa my.
5. Principles of Geotechnical Engineering by B.M. Das,  PWS KENT,
Boston.
 
SYLLABUS  B.Tech Civil Engg.    37 38 MAHARSHI  DAYANAND UNIVERSIT Y, ROHTAK
CE-311 E HYDROLOGY
wells and springs, movement of ground water, Darcy’s law,
permeabilit y and its determination, poros ity, specific yield and specific
Sessional : 50 Marks
retent ion,  storage coefficient,  trans missibility.
Theory : 100 Marks
Total : 150 Marks
Unit-VIII
: Well Hydraulics : S teady st at e flow t o wells in unconfined
Duration of Exam. : 3 Hrs.
and confined aquifers.
Unit-I
: Introduction : Hydrologic cycle, scope and application of
hydr olo gy to engineer ing pr oblems, d rainage basins and its
Books Recommended :
characteristics, stream geometry, hypsometric curves.
1. Engineering Hydrology by K. S ubramanya.
Unit-II
: Precipitation : Forms and types of precipitation, characteristics
2. Hydrology by H.M. Raghunath.
of precipation in India, measurement of precipitation, recording and
3. Hydrology for Engineers by Linsely, Kohler, Paulhus.
non recording raingages, raingage stat ion, raingage network, estimation
4. Eleme nt ary Hydrology by V.P. Singh.
of missing data, presentation of rainfall data, mean precipitation, depth-
area- duration relationship, frequency of point rainfall, intensity duration
frequency curves, probable max. precipitation.
CE-313 E ENTREPRENEURSHIP DEVELOPMENT
Unit-III
: Evaporation & Transpiration : Process, evaporimeters and
empirical relationships, analytical metho d, reservoir evapo ration and
Sessional : 50 Marks
met hods  of it s c ontrol, t anspira tion, e va po-tra nspirat ion a nd  its
Theory : 100 Marks
measurement , Penma n’s equat ion and potential evapo-t ranspiration.
Total : 150 Marks
Duration of Exam. : 3 Hrs.
Unit-IV
:  Infiltration : Infiltration process , initial loss, infiltration capacity
Need, scope and characteristics of entrepreneurship
and measurement of infiltration, infiltration indices.
Identification of opportunities
Market survey techniques
Unit-V
:  Runoff : Factor affecting run-off,  estimation of runoff, rainfall-
Ass is tance to small sc ale indus tries form national level organizat ion s
run off relationships, measurement o f stage-staff gauge, wire gauge,
like NSIC & SIC & state level organizations like SFC, SISI commercial
automatic stage recorder and stage hydrograph, measurement of
banks etc.
velocit y-curreny mete rs, flo ats, area velocit y met ho d, moving boat
Special schemes for technical entrepreneurs, identification of
and slope area method, electromagnetic, ultra- sonic and dilution
opporthnities Market survey techniques.
methods of stream flow measurement, stage discharge relationship.
Project formulation process
Unit-VI
:  Hydrogaph : Discharge hydrograph,  components and factors
CPM and PERT as planning tools
affecting shape of hydrograph, effective rainfall, unit hydrograph and
Structure of a project report & Analysis of sample project
its derivation, unit hydrograph 9of different durat ions, use  and limitations
reports
of UH, t riangular UH, Snyder ’s synthet ic UH, floods, rational methods,
Techno-economic feasibility of the project
empirical formulae, UH method, flood frequency methods, Gumbel’s
Steps in planning a small scale industry, structure of a project report
method, graphical method, design flood.
& its analys is, te chno-econo mic feasibility of the project .
Unit-VII
: Ground Water : Occurrence, types of aquifers,
compressibility of aquifers, water table and its effects on fluctuations,
 
SYLLABUS  B.Tech Civil Engg.   39 40 MAHARSHI  DAYANAND UNIVERSIT Y, ROHTAK
Technological Dimensions
CE-315 E SOIL MECHANICS LAB
Choice of Technology, plans & Equipment
Sessional : 25 Marks
Produce development
Theory : 25 Marks
Shop Layout & Process Planning
Total : 50 Marks
Product develo pment, sho p lay out etc.
Duration of Exam. : 3 Hrs.
List of Experiments
Marketing Perspective
1. Vis ual S oil Clas sification and water content determination.
Costing & PRicing
2. Det erminat ion of s pecific gravity of s oil solids .
Packaging & Advertising
3. Grain size analysis-sieve analys is.
Elements of marketing management, costing & pricing, packaging &
4. Liquid limit and plast ic limit determinat ion.
adverting
5. Field density by:
i) Sand replacement method
Finance and Accounting
ii) Core cutter method
Working capital cost
Credit institutions, Financial incentives
6. Proctor’s compaction test
7. Coefficient of permeabilit y of soils .
8. Unconfined compressive strength test.
Managing the Enterprise
9. Direct shear test on granular soil sample.
Concept of TQM
10. Uncons olidated undrained (UU) t riaxial shear tes t of fine grained
Human behavior
soil sample.
O ral & written communication
Concept of TQM, oral & written communication
Books Recommended :
Rules & Regulations
1. Soil Testing for Engineers by S. Prakash, PK Jain, Nem Chand
Licensing & Registration Procedure
& Bros., Roorkee.
Important acts like Establishment act, Partnership act
2. Engineering S oil Testing by Lambi, Wiley East ern.
Income tax, sales tax & Excise rules
3. Engineering P ropert ie s of Soils and their measurement by J .P.
Municipal byelaws & Insurance coverage
Bowles, McGraw Hill.
4. Soil Engineering in Theory and Practice, Vol. II, Geotechnical
Important pro vision of facto ry act, commercial establishment act,
Testing and Instrumentation by Alam Singh, CBS Pub.
nego tiable instrument act etc.
Books
1. E ntrepreneurship development & management - Dr. A.K. Singh.
2. Total Quality Management-Dr. S. Kumar.
3. Comprehensive pro ject Management-Abdul Matheen
 
SYLLABUS  B.Tech Civil Engg.    41 42 MAHARSHI  DAYANAND UNIVERSIT Y, ROHTAK
Unit-VI
: Building Frames-Int roduction, Membe r s tiffnesses , Loads,
CE-317 E SURVEY CAMP AS PER COURSE WORK
Analysis for vert ical and lateral loads , Torsion in buildings , Ductibility
Sessional : 100 Marks
of beams, design and detailing for ductility, design examples.
Total : 100 Marks
Unit-VII
: Yield Line Theory-Basic assumptions, Methods of analysis,
yield line patterns and failur e mechanisms, analysis o f one way and
two way rectangular and non-rectangular slabs, effect of top corner
st eel in square s labs, design e xamples.
CE-302 DESIGN OF CONCRETE STRUCTURES-II
Sessional : 50 Marks
Books Recommended :
Theory : 100 Marks
Total : 150 Marks
1. Plain and Reinforced Concrete, Vo l. 2, Jai Krishna & O.P. Jain,
Duration of Exam. : 3 Hrs.
Nem Chand & Bros., Roorkee.
2. Pre-St ressed Co nc re te, N. Krishna Raju, TMH Pub., New Delhi.
Unit-I
: Continuous Beams-Basic assumptions, Moment of inertia,
3. Design of Prestressed Concrete Structures, T.V. Lin, John Wiley
settlements, Modification of moments, maximum moments and shear,
& So ns., New Delhi.
beams curved in plan-analysis for t orsion, redist ribution of moments
4. Reinforced Concrete-Limit Stage Design, A.K. Jain, Nem Chand
fo r single and multi-span beams , design e xample s.
& Bros., Roorkee.
5. IS 1343-1980, IS Code o f Practice for Pre-stressed Co ncrete.
Unit-II
: Flat slabs and staircases-Advantag es of flat slabs, general
6. IS 3370-1976 (Part I to I V), I ndian Standard Code o f Practice
design considerations, approximate direct design method, design of
for Liquid Retaining Structures.
flat slabs, openings in flat slab, design of vario us types of staircases,
7. IS 456-2000, Indian Standard of Practice for Plain and Reinforced
design examples.
Concrete.
8. IS 1893, 4326 & 13920 Indian Standard Code of Practice for
Unit-III
: Foudations-Combined footings, raft foundation, design of
Earthquake Resistant Design of Structures.
pile cap and piles, under reamed piles, design examples.
Unit-IV
: Water Tanks, Silos and Bunkers-Estimation of Wind and
earthquake fo rces, design requirements, rectangular and cylindrical
underground and overhead t anks, Intze t anks, design considerations,
CE-304 E IRRIGATION ENGINEERING I
design examples.
Sessional : 50 Marks
Silos and Bunkers-Various theories, Bunkers with sloping bottoms
Theory : 100 Marks
and with high sidewalls, battery of bunkers, design examples.
Total : 150 Marks
Duration of Exam. : 3 Hrs.
Unit-V
: Prestressed Concrete-Basic principles, classification of pre-
Unit-I
: Regulat io n wo rks : Ca na l fa lls-nec essity a nd locat ion,
stressed members, various prest ressing syst ems, losse s in pre-stress,
develo pment of falls, design of cistern element, roughening devices,
initial and final stress conditio ns, analysis and design of sections for
design of Sa rda type fa ll, design o f st raight Glacis fall. Off-ta ke
flexure and shear, load balancing concept, IS Specifications.
alignment, cross-regulator and distributory head regulator s, devices
End blocks-Analysis of stresses, Magnel’s method, Guyon’s method,
to control silt entry into the off-taking channel and silt ejector, canal
Bursting and spalling stresses, design examples.
escapes, types of escapes.
 
SYLLABUS  B.Tech Civil Engg.    43 44 MAHARSHI  D AYANAND UNIVERSITY, ROHTAK
Unit-II
: Cross d raina ge works : Cla ssificat ion and t heir se lect io n,
CE-306 E GEOTECHNOLOGY
hydraulic design aspects of aqueducts, sypho n aqueducts, super
Sessional : 50 Marks
passage, canal syphon and level crossing, design of transitions.
Theory : 100 Marks
Total : 150 Marks
Unit-III
: Diversion canal headworks : Various components and their
Duration of Exam. : 3 Hrs.
functions, layout  plan, selection of site for diversion headworks, Bligh’s
Unit-I
: Eart h Dams
creep theory, Khosla’s method of independent variables, o f  Khosla’s
Introducion, types of sections, earth dam foundations, causes of failure
curves, various corrections, silt excluders.
and criteria for safe design, control of seepage through the embankment,
control of seepage through the founcation, drainage of foundations,
Unit-IV
: Storage  Headworks : Types of dams, selection of a site,
crit erion for filter design. Introduct ion to rock fill dams.
gravity da m-tw o dimens ional des ign, forces act ing, stability criterion,
elementary profile of a dam, cutoffs and drainage galleries, arch dams-
Unit-II
: S tability of slopes
constant angle and constant radius arch dam, simple design and
Causes of failure, factors of safety, stability analysis o f slopes-total
sketches, most economical angle, Earth dam, design principles, seepage
st res s analys is , effective s tress analysis, st ability o f infinite s lopes types
through earth dams, seepage line, control of seepage, design of filters.
of failures of finite slopes, analysis of finite slopes-mass pro cedure,
method of slices, effect of pore pressure, Fellinius met hod to locat e
U nit - V  :
Spillways and Energy Dissipators : Essential requirements of
centre  of mos t  critical slip  circle,  friction circle method, Tayler’s stability
s pillway and spillw ay’s capacity, t ypes of s pillways and their suitability,
number, slope stability of earth dam during steady seepage, during
Ogee spillways, chute, side channel, shaft and syphon spillways, e nergy
sudden draw down and during and at the end of constr uction.
dissipat ion below spillways, st illing ba sins, USBR and I .S. Stilling
Basins.
Unit-III
: Braced Cuts
Depth o f unsupported vertical cut, sheeting and bracing for deep
Books Recommended :
excavation, movements associated with sheeting and bracing, modes
of failure of brac ed c ut s, pressure dist ribution behind sheeting.
1. Irrigation, Water Resources and Water Power Engineering by P.N.
Modi.
Unit-IV
: Cofferdams
2. Fundament als on Irrigation Engineering by Bharat Singh.
Introduction, types of cofferdams, design and lateral stability of braced
3. Irrigation Engineering and Hydraulic Structures by S.K. Garg.
cofferdams, design da ta for Cellula r cofferdams, s tabilit y analys is of
4. Theory and Design of Irrigation Structures Vol. I & II by R.S.
cellular c offerda ms on soil and rock, inter -lock s tres ses .
Varshney, Gupta & Gupta.
Unit-V
: Cantilever Sheet Piles
Purpose of sheet piles, cantilever sheet piles, depth of embedment in
granular s oils-rigorous method, simplified procedure, cantilever sheet
pile, penetat ing clay, limiting height of wall.
Unit-VI
: Anchored Bulkheads
Methods of design, free earth support metho d in cohesio nless and
cohesive soils, fixed earth support method in cohesionless soils-Blum’s
equivalent beam method.
 
SYLLABUS  B.Tech Civil Engg.    45 46 MAHARSHI  DAYANAND UNIVERSIT Y, ROHTAK
Unit-VII
: Soil S tabilization
CE-308 E SEWERAGE AND SEWAGE TREATMENT
Soil improvement, shallow compaction, mechanical treatment, use of
Sessional : 50 Marks
admixt ures, lime stabilizat ion, c ement st abilizat ion, lime fly ash
Theory : 100 Marks
stabilizat ion, dynamic c ompe act io n and conso lidat ion, Bitumino us
Total : 150 Marks
stabilizatio n, che mica l st abiliza tion, pre-compression, lime pile and
Duration of Exam. : 3 Hrs.
column, stone column, grouting, reinforced earth.
Unit-I
: Collection of sewage
Importance of sanitation, Systems of sewerage - separate, combined
Unit-VIII
: Basics of Machine Foundations
and partially separate. Quantity of sanitary sewage and variations.
Terminology, characteristics elements of a vibratory systems, analysis
Shapes of sewer - circular and egg shaped. Design of sewers, self-
of vibratory motions of a single degree freedom system-undamped
cleansing velo city and slopes, Construction and testing of swer lines.
free vibrations, undamped forced vibrations, criteria for satisfactory
Sewer materials. Joints and appur tenances.
action of a machine foundatio n, degrees of a freedom o f a block
foundation, Barken’s soil spring constant, Barken’s method of a
Unit-II
: Sewage Characterisation
determining natural frequency o f a block fo undation subjected to
Qualit y parameters - BOD , COD , Solids, D.O., O il & Greas e. India n
vert ical oscillat ions.
Standards for disposal of effluents into inland surface sources and on
land.
Books Recommended :
Unit-III
: Sewage Treatment
1. Analysis and Design of Foundation and Retaining Structures
Object ives, se quence and efficiencies of conve ntional treatment units.
by S. Prakash, Gopal Ranjan & S. Saran, Sarita Prakashan.
Pre liminary treat ment , screnning and grit remo val unit s. Theory and
2. Analysis and Design o f Sub Structures by Swami Saran, IBH
design aspects of primary treatment, secondary treatment - activated
Oxford.
s ludge pro cess & it s modific ations, Tricking filter, s ludge digest io n
3. Basic and Applied Sopil Mechanics by Go pal Ranjan and ASR
and drying beds. St abiliza tion pond, aerated lagoon, UASB p roce ss,
Rao , Newage Int. Pub.
septic tank and Imhoff tank.
4. S oil Dynamic by S hamsher P rakash, McG raw Hill.
5. F oundation Design by Teng, P rent ice Hall.
Unit-IV
: Disposal of Sewage
6. Soil Mechanics & Founda tion Engineering by Bharat Singh,
Dis pos al of s ewage by dilut ion - s elf purific ation of s treams . S ewage
Shamsher Prakash, Nem Chand & Bros, Roorkee.
dis pos al by irrigat ion (sewage treatment )
Books Recommended :
1. Waste Water Engineering : Metcalf and Eddy.
2. Sewage and Sewage Treatment : S.K. Garg.
3. Sewage and Sewage Treatment : S.R. Krishan Sagar.
4. Waster Water Engineering : B.C. Punmia.
5. Manual on Sewerage and Sewage Treatment : Ministry of
Urban Development, New Delhi.
 
SYLLABUS  B.Tech Civil Engg.    47 48 MAHARSHI  D AYANAND UNIVERSITY, ROHTAK
bituminous surfaces and cement co ncrete pavements. Pavement
CE-310 E TRANSPORTATION ENGINEERING -II
evaluation. Benkleman beam. Introduction to various types of overlays.
Sessional : 50 Marks
Theory : 100 Marks
Unit-VI
: Highw ay D rainage and Hill Roads
Total : 150 Marks
Surface drainage : types, brief design. Types of sub-surface drainage.
Duration of Exam. : 3 Hrs.
Special c ha ract eristics of hill ro ads: geo me trics, hair pin bends,
Unit-I
: Des ign of Flexible Pavement s
const ruction of hill roads, drainage of hill roads, maint enance problems
Types of pavements. Flexible and rigid pavements. Components of a
of hill roads.
pavement and their functions. Factors affecting design of pavements.
Design of thickness of a flexible pavement by Group Index method,
Unit-VII
: Highway E conomic s and Finance
CBR method (inc luding lat est IRC guide lines), Triaxial met ho d and
Need of economic evaluation. Highway user benefits and costs.
Burmister’s method.
Methods of eco no mic evaluatio n: benefit  cost r ation method, net
present value met hod, int ernal ra te of ret urn met ho d, co mpa rison.
Unit-II
: D esign of  Rigid P ave ments
Highway finance.
Westergaard’s theory, critical locations of loading, load and temperature
stresses. Critical co mbination o f stresses. IRC guid elines for
Unit-VIII
: Tunnels
determinat ion of thickne ss of a rigid pavement.
Sections of tunnels:  advantages, limitations and suitability of each section.
Joints : requirements, types, patterns. Spacing of expansion and
Shift. Pilot tunnel. Driving tunnel in rocks: sequence of construction
contraction joints. Functions of dowel and tie bars.
operations, full-face method, heading and bench method, drift method.
Driving tunnels in soft ground: sequence of construction operations,
Unit-III
: Highway Const ruct ion : Non-Bit uminous Pavement s
nee dle beam method, shield t unneling, compres sed air tunneling.
Brief introduction to earthwork machinery : shovel, hoe, clamshell,
dragline, bulldozers. Principles of field compaction o f subgrade.
Books Recommended :
Compact ing equipments. Granular roads. Construction st eps of WBM.
WMM. Construction of cement concrete pavements. Slip-form
1. Highwa y E ngg. by S.K. Khanna & C.E .G. Justo, Nem Chand
pavers, Basic concepts of the following : soil stabilized roads, use of
Bros., Roorkee.
geo -synthetics, reinforced cement co ncrete pavements, prestress
2. Principles and Practice of Highway Engg. by L.R. Kadiyali, Khanna
concrete pavements, roller compacted concrete pavements and fibre
P ublishers, Delhi.
reinforced concrete pavements.
3. P rinciple s of Pa vement D esign by Yoder, E .J & Wit czak, M .W.,
John Wiley and Sons, USA.
Unit-IV
: Construction of Bituminous Pavements
4. Tunnel Engineering by S.C. Saxena, Dhanpat Rai Publications,
Various types of bituminous constructions. Prime coat, tack coat, seal
N ew D elhi.
coat and surface dressing. Construction of BUSG, Premix carpet, BM,
5. A t ext book of Tunnel, Bridges and Railway Engg. by S.P. Bindra ,
DBM and AC. Brief coverage of machinery fo r construction of
Dhanpat Rai Delhi.
bituminous ro ads: bitumen bo iler, sprayer, pr essure distributor, hot-
mix plant, coldmix plant, tipper trucks, mechanical paver or finisher,
rollers. Mastic asphalt. Introduction to various IRC and MOST
specifications.
Unit-V
: Highway Ma int enance
Pavement failures. Maintenance operations. Maintenance of WBM,
 
SYLLABUS  B.Tech Civil Engg.    49 50 MAHARSHI  DAYANAND UNIVERSIT Y, ROHTAK
Unit-VII
:  Cost-Time Analys is
CE-312 E PROJECT PLANNING  AND MANAGEMENT
Cost versus time, direc t cost , indirec t cost , t ot al pr oject c ost  and
Sessional : 50 Marks
optimum duration, contracting the network for cost optimisation, steps
Theory : 100 Marks
in time cost optimisat ion, illust ra tive examples .
Total : 150 Marks
Duration of Exam. : 3 Hrs.
Unit-VIII
: Inspec tion & Quality Control
Unit-I
: Construct ion Management
Introduction, principles of inspection, enforcement of specifications,
Significance, objectives and functions of construction management,
stages in inspection and quality cont rol, testing of st ructures, statist ical
types of constructions, resources for construction industry, stages for
analysis.
construction, construction team, engineering drawings.
Books Recommended :
Unit-II
: Construction Contracts & Specifications
Introduction, types of contracts, contract document, specifications,
1. Construct ion Pla nning & Management by P.S. Gehlot & B.M.
important conditions of contract, arbitration.
Dhir, Wiley Eastern Ltd.
2. PERT & CPM - Principles & Applicat ions by L. S. Srina th.
Unit-III
: Construction Planning
Affiliated East-West Press (P) Ltd.
Introduction, work breakdown structure, st ages in planning-pre-tender
3. P roje ct  Planning & Co nt rol with P ERT & CPM by Punmia &
st ages, contract stage, scheduling, scheduling by bar  charts,  preparation
Khandelw al, Laks hmi Pub. Delhi.
of material, equipment, labour and finance schedule, limitation of bar
4. Construct ion Management & Planning by B.sengupta & H.  Guha,
charts, milestone charts.
Tata McGraw Hills.
Unit-IV
: Construction Organization
Principles of Organization, co mmunication, leadership and human
relations, types of Organizations, Organization for construction firm,
CE-314 E GEOTECHNOLOGY LAB
site organization, temporary services, job layout.
Sessional : 25 Marks
Theory : 25 Marks
Unit-V
: Network Techniques in Construction Management-I:CPM
Introduction, network techniques, work break down, classification of
Total : 50 Marks
activities, rules for developing networks, network development-logic
Duration of Exam. : 3 Hrs.
of network, allocation of time to various activities, Fulkerson’s rule
List of Experiments
for numbering events, network analysis, determination of project
1. Grain Size Analysis - Hydromet er method.
schedules, critical path, ladder construction, float in activities, shzred
2. Shrinkage Limit Determination.
float , updat ing, resources allocation, resources smoothing and resources
3. Relat ive Density of Granular S oils.
leveling.
4. Cons olidated D rained (CD) Triaxia l Test.
5. Consolidated Undrained (CU) Triaxial Test with Po re Water
Unit-VI
:  Network Techniques in Construction Management -II-PE RT
Pressure Measurement.
P robability concept in netw ork, optimist ic t ime, pessimist ic t ime, most
6. Consolidation Test.
likely time, lapsed time, deviation, variance, standar d deviation, slack
7. Undist urbe d Sampling
crit ical pat h, p roba bility of ac hieving completion t ime , cent ral limit
8. Standard Penetration Test.
t heorem.
9. Dynamic Cone Penetration Test.
10. Model P lat e Load Test .
 
SYLLABUS  B.Tech Civil Engg.    51 52 MAHARSHI  D AYANAND UNIVERSITY, ROHTAK
Books Recommended :
3. Sampling and analysis of waste water Like D.O., B.O.D., C.O.D.
Suspended solid.
1. Soil Testing for Engineers by S. Prakash & P.K. Jain, Nem Chand
4. Measurement of noise level
& Bros., Roorkee.
5. Total suspended particulate matter
2. E ngineering Soil Test ing by Lambi, Wiley-East ern.
6. Sulphation rate
3. Engineering Properties of Soils & Their Measurement by JE
7. Fluoride measurement
Bowles, McGraw Hill.
8. High volume and handy samplers.
4. S oil E ngine ering in Theo ry & P ractice by Ala m S ingh, Vol. II,
Geotechnical Test ing & Inst rumentation, CBS Pub.
CE-320 E AU TO CAD LAB
Sessional : 25 Marks
Theory : 25 Marks
CE-316 E ETRANSPORTATION ENGINEERING I LAB
Total : 50 Marks
Sessional : 25 Marks
Duration of Exam. : 3 Hrs.
Theory : 25 Marks
Introdu ction to CA D
: Introduction to interactive computing and use
Total : 50 Marks
of graphics requ irement o f interactive computing dedicated v/s time
Duration of Exam. : 3 Hrs.
sharing models, Interactive interface.
List of Experiments
1. Aggregate Impact Test
Computer
Aided Drafting
: Introduction to Autocad, Basic drawing
2. Los-Angeles Abrasion Test on Aggregates.
and editing, commands for 2d draw ings, s imple drawing exercis es for
3. Dorry’s Abrasion Test on Aggregates.
application of auto cad commands.
4. Deval Attrition Test  on Aggregates.
5. Crushing Strength Test on Aggregates.
Advanced 2d drafting
: using auto  cad, use of layers and blocks
6. Penet rat ion Test on Bitumen.
exe rcis es on simple draw ings.
7. Ductility Test on Bitumen.
8. Vis cosity Test on Bituminous Material.
Introduction to 3d drafting
: Simple exercises on 3d drafting walk
9. Softening Point Test  on Bitume n.
through exercises.
10. Flash and Fire Point Test on Bitumen.
CE-318 E ENVIRONMENTAL ENGG. LAB
Sessional : 25 Marks
Theory : 25 Marks
Total : 50 Marks
Duration of Exam. : 3 Hrs.
1. Based on course work corresponding to Environmental
Engineering.
2. Sampling and analysis of water t est like hardness,  chloride, sulphate
phosphate, D.O., PH, conductivity.
 
SYLLABUS  B.Tech Civil Engg.    53 54 MAHARSHI  D AYANAND UNIVERSITY, ROHTAK
CE-401 E DESIGN OF STEEL STRUCTURES-II
CE-403 E ADVANCED C ONSTRUCTION TECHNOLOGY
Sessional : 50 Marks
Sessional : 50 Marks
Theory : 100 Marks
Theory : 100 Marks
Total : 150 Marks
Total : 150 Marks
Duration of Exam. : 3 Hrs.
Duration of Exam. : 3 Hrs.
Unit-I
: Elementary P last ic Analysis and D esign : Introduct ion, S cope
Earth Work
:
of plast ic analys is, ultimat e load carrying capacit y of t ension members
Excavation in ordinary and hard so ils, excavation in soft and hard
and compression members, flexural members, shape  factor,
rock blast ing te chniques, Excavation in weak soils.
mechanisms, plastic collapse, analysis, plastic analysis applied to steel
beams and simple portal frames and design
Slide s lopes of excavat ion :  Minimum working  space at bott om, shoring,
strutting
Unit-II
: Industrial Buildings : Loads, general arrangement  and  stability,
Dewatering techniques - pumping and well points
design considerat ions, design of purlins, de sign of roof trusses, industrial
Disposal of spoil and balancing
building frames, bracings and stepped columns.
Safety aspects
Embankments Compaction of earth fills protection and drainage of
Unit-III
: Design of Water Tanks : Introduct ion, permissible stresses,
embankment .
design of circular, rectangular  and pressed steel tanks including staging.
High Rise Construction
:
Unit-IV
: D esign of S t eel St acks : Introduct io n, various loads to be
Co nst ruct ion techniques for high rise building.
considered for the design of steel sta cks, design of steel stacks including
Construction techniques for chimneys and cooling towers.
foundation.
Precast a nd Pre stressed Concrete Construction
:
Unit-V
: Towers : Transmission line t owers, microwave t owe rs, Design
Introduction prestressed concrete, general theory linear post
loads, classification, d esign pro cedure and specification.
tensioning-general post tensioning advantages to the design engineer
and the contractor.
Unit-VI
: Cold Formed Sections : Introduction and brief description
of various type of cold-formed sections, lo cal buckline, concepts o f
Linear post tensioning system high strength post tensioned stands,
effective width and effective sections, elements with stiffeners, design
parallel lay w ire, high s trengt h alloy S tee l bars.
of compression and bending elements.
Technique of  post  tensioning- general, special requirements for forming
Books Recommended :
and false work,  ducts and closure,  placing of ducts of tendons,
1. Design of Steel Structures, A.S. Arya & J.L. Ajmani, New
concreting, stressing procedure, grouting, protecting anchorage from
Chand & Bros., Roorkee.
corrosion.
2. Design of Steel Structures, P. Dayartnam, Wheeler  Pub. Allahabad.
Pretensioning - general, Pretensioning yards set up , fo rm for
3. De sign of St eel St ruct ures, G aylord & Gaylord, Mc Graw Hill,
pretensioned structural elements, special techniques of Pretensioning.
Newyork/International Students Edn., Toyo Kogakusha, Tokyo.
4. IS:800-1984, Indian Standard Code of Practice for General
Materials of Pretensioning-cement : aggregates, concrete, admixtures
Construction in Steel.
vibration, curing light weight aggregates, high strength steel bars, high
5. IS-801-1975, Indian Standard Code of Practice for Use of cold-
strength stand, stress relaxatio n, galvanization Co des specificatio ns
formed light gauge steel st ructural me mbers in general building
and inspec tion, manufacturers of Prestressing equipment specifications
const ruction.
sizes and costs.
 
SYLLABUS  B.Tech Civil Engg.    55 56 MAHARSHI  DAYANAND UNIVERSIT Y, ROHTAK
P iles-Basic P iling methods , Non dis placement Piles, P roblems to P ile
Public Works Account
:
construction, pile testing.
Tender and acceptance o f tender, Ernest mo ney, security mo ney,
retention money, measur ement book,  cash book, preparation,
Books
examina tion and payme nt of bills, first a nd fina l bills, administ rat ive
1. Purify-Advance Const ruction Equipment
sanction, te chnical sanction.
2. Mahesh Verma-Advanced Construction & Equipment
Billing- mainte na nc e of muste r ROLL, pre parat ion o f pay bill,
3. S.C. Sharma-Advance Construction
measure ment  of work for payme nt of contract ors, different  type s of
4. Cha ndola & Vazrani-Heavy const ruction khanna Publishers
payment-first & final, running advance and final payment Valuation.
5. Sat yanarayana & Saxena-Construction Planning & Equipment.
Purpose of valuation, principles of valuation depreciation, sinking fund,
salvage & scrapvalue,  valuation of a building-cost  me thod,  rental-return
method.
Books
:
CE-405 E ESTIMATING AND COSTING
1. Dutt a  BN -E stimat ing & cos ting
Sessional : 50 Marks
2. Chakraborty-Est imate cos ting & specification in civil engg.
Theory : 100 Marks
3. Kohli & ko hli - A text book on es timating & costing (Civil)
Total : 150 Marks
with drawings Ambala  Ramesh P ublicat ions.
Duration of Exam. : 3 Hrs.
4. Rangwala SC-Estimating & Costing-Anand Charotar Book
Estimate
:
St all.
Principle of estimation, units, item work, different kinds of estimates,
5. Pasrija  & Arora Estimating Costing,  Valuatio n, New Asian
different methods of estimation, estimation of materials in single room
Publishers.
building,  two room building  wit h different se ctions of walls, foundation,
floors and roofs, R.B. and R.V.C.C. works, Plast ering, whit e washing,
Distempering and painting, doors and windows, lumpsum items,
Estimates of canals, roads etc.
CE-407 E IRRIGATION ENGINEERING
Specification of Works
:
(DESIGN & DRAWING)
Necessity of specification types of specification, general specification,
specification of bricks, cement, sand, water, lime, r einforcement:
Sessional : 50 Marks
detailed specification for earthwork, cement, concrete, brickwork,
Theory : 100 Marks
flooring, D.P.C,R.C.C, cement plastering, white and colour washing,
Total : 150 Marks
dis tempering,  paint ing
Duration of Exam. : 3 Hrs.
Complete design and drawing of the following :
Rate Analysis
:
Purpose, importance and r equirements of rate analysis, units of
1. Design of weirs and barrages on permeable foundation for surface
measurement preparation of rate analysis, procedure of rate analysis
and sub surface flow conditions.
for items : Earth work, concrete works, R.C.C. works, reinforce brick
2. Design of Guide Banks.
w ork, plast ering, painting, finishing (white washing, dis tempering)
3. Flood Routing using step by step method.
4. Design of Syphon Aquaduct.
5. Des ign of S arda t ype fall & sloping glacis fall.
 
SYLLABUS  B.Tech Civil Engg.    57 58 MAHARSHI  DAYANAND UNIVERSIT Y, ROHTAK
6. Seepage line in a homogeneous earth dams on impermeable
Unit-IV
: Hydel Energy System
foundation wit h horizontal drainage.
Types of Hydro Power Plant, Importance of Small Hydro Power Plants,
7. Design of Ogee Spillway and sitting basin.
and t heir e le ments, t ype s of turbines fo r small hydro , estimat ion o f
8. Design o f dams, aqueducts, symphonic systems & their inlets &
Primary and Secondary Power. Tidal and Wave Energy its scope and
outlets, design of spillways.
Development, Scheme of Development of Tidal Energy.
Note :- Emphasis would be given to the computer aided designs of
some of above structures.
Unit-V
: Solar Energy S yst em
MHD and Geo Thermal Renewable Energy Systems-Principles and
Books
Application Appropriate Energy Technology for Rural Development,
Energy Conservation, Environmental aspects of renewable energy
1. PunmicBC & PANDE-Irr igation & Water POWER Engineering
systems.
2. Sharma RK-text book of Irrigation Engg. & Hydraulics structure
3. Sharma RK-Principles & practices of Irrigation Engg.
Books Recommended :
4. Garg S.K-Irrigation engineering & hydraulics structure-khanna
publishers.
1. Energy systems and development-Jyoti Parikh, Oxford University
5. Varshney RS & Gupta-theory & design for Irrigation Structures.
Press.
6. Sw ami Sharan-Analysis & D esign o f substructure.
CE-411 E ELEMENTS OF EARTHQUAKE ENGINEERING
CE-409 E  NON CONVENTIONAL SOURCES  OF ENERGY
Sessional : 50 Marks
Sessional : 50 Marks
Theory : 50 Marks
Theory : 50 Marks
Total : 100 Marks
Total : 100 Marks
Duration of Exam. : 3 Hrs.
Duration of Exam. : 3 Hrs.
Unit-1
: Seismology
Unit-I
: Introduction
Introduction, plate tectomics, earthquake distribution and mechanism,
Global and National Energy Scenario, Co nventional Ene rgy Sources,
seismicity, s eis mic waves , e arthquake magnitude and int ensity, seismic
Renewable Energy Sources need and Development of Renewable
zoning and s eis mometry.
Energy Sources, types of Renewable Energy Systems.
Unit-1I
: Single Degree of Freedom Systems
Unit-II
: Solar Energy System
Various types of dynamic loads, vibration of single degree of freedom
Principle and Scope, Solar Radiation, Energy Collection and Devices,
system, Free and forced vibrations, types of damping, critical damping.
Solar Cells, Solar Water Heater, Solar Pump etc. Introduction to Wind
Transmis sibility, vibration measuring instruments, respons e spectrum.
Energy Conversion, Wind Turbines, Wind Farms.
Unit-III
: Multi-degrees of Freedom (MDOF) Systems
Unit-III
: Bio Energy S ys tem
Equa tion o f Mot ion, norma l modes a nd natur al frequencies, semi-
Biomass and its uses, characteristics of biomass, bio mass conversion
definit e syst ems,  dynamic vibra tion absor be rs, vibratio n dampers,
processes, Gasification and Combustion of Bio-mass, Gasifiers, Bio-
principle of orthogonally, Stodolas method, Holzer’s method, matrix
gas as a Renewable E nergy Source, Bio-gas Plant and its co mponents,
method,  modal analysis and  its limitations. M ode s uper position method.
types o f bio-gas plants, Design and constructional features.
 
SYLLABUS  B.Tech Civil Engg.   59 60 MAHARSHI  D AYANAND UNIVERSITY, ROHTAK
Unit-IV
: S eismic A nalys is  and D esign
CE-415 E ENERGY PLANNING AND MANAGEMENT
General principles, a ssumptions, seismic coefficient met hod, response
Sessional : 50 Marks
spectrum method, strength and deflection, design criterion for
Theory : 100 Marks
structures, significance of ductility, design and detailing for ductility,
Total : 150 Marks
codal provisions, design examples.
Duration of Exam. : 3 Hrs.
Unit-I
: Planning
Unit-V
: Seismic Performance, Repair and Strengthening
Energy scenario of the world in general and India in particular with
Method s fo r assessing seismic perfo rmance, influence of design
respect to demand, supply and resources, energy requirement and
ductility and masonry infills,  criterion for repair and s trengthening, repair
demand forecasting, isolated and integrated planning, concept of
and strengthening techniques and their applications, additional of new
nat ional grid, rural energy planning.
structural elements.
Unit-II
: Generation
Unit-VI
: Vibrational Control
Production of energy from convent ional and non conventional sources
General features of structural control, base isolation, active and passive
- Hydel, Thermal, Nuclear, Solar, Tidal, wind, H.H.D. , Geothermal,
control system, earthquake resistance design as per I.S: 1893, I.S:
Bioco nvers ion et c. Economic feas ibility and c ost analysis.
4326 and I.S: 13920.
Unit-III
: Ecological & Environme ntal as pect s
Books Recommended :
Impact assessment of power plants on environment and ecosystem,
Environmental degradat ion & control strategies, Air population, water
1. Elements of Earthquake Engineering, Jai Krishna, A.R.
population and t heir control.
Chandershekaran & Brajesh Chandra, South Asian Pub New
Delhi.
Unit-IV
: Engineering Aspect s
2. Dynamics of Structures, Clough & Penzion, McGraw Hill
Load predictions, peak lo ad, base load, load facto r, plant factor,
3. Earthquake Engineering, Y-X Hu, S-C. Liu and W. Dong, E and
capacity factor etc. operation and economics of power stations. Losses
FN Sons., Madras.
in energy generation, transmission and distribution, energy st orage and
4. Earthquake Resistant Concrete Structures, George G. Penelis
conservation techniques, reliability analysis energy system, energy audit
and A.J. Kapoor, E & FN Sons, Madras.
and economics.
5. Structural Dynamics, Mario Paz, CBB Pub. New Delhi.
Unit-V
: Instrumentation
Measurement o f pressure, flow temperature and humidity, concept of
aut omat ic cont ro l, powe r & frequency co nt rol, volta ge & react ive
power contro l. Microprocessor applications in power systems.
Books Recommended :
1. Energy Planning & Management by D. Sawyer.
 
SYLLABUS  B.Tech Civil Engg.  61 62 MAHARSHI  DAYANAND UNIVERSIT Y, ROHTAK
responses. Effects on eco logy,  envir onment, so ciety, health and
CE-417 E RURAL WATER SUPPLY & SANITATION
economy. Review of nat ional and international developments relat ed
Sessional : 50 Marks
to environment al issues.
Theory : 100 Marks
Total : 150 Marks
Unit-II
: Review of Remedial Actions: Rural and urban appro aches,
Duration of Exam. : 3 Hrs.
energy appro ach, transportatio n approach, industrial appro ach,
Environmental its effects on public health refuse collection and disposal.
agricultural approach, Technological solutions and Role of technology.
Sanit ation of sw imming pools and bathing places ;
Religio-philoso phical approaches and concept of Deep ecology.;
Sanitation of public place of assembly and other public building
Market bas ed instruments including taxat ion for  pollution  control;  Role
Sanitation of camps and fairs
of environmental ethics.
Sa nit ation pro blems att ribut ed t o nat ural cala mit ies such as flo ods,
fires, cyclones etc.
Unit-III
: Enviro nmental Management, Planning and Economics:
Industrial wastes its classification and characteristics diseases of
Mult idisc iplinary e nvironment al str ate gies, planning a nd decision
industrial origin and its control
making,  human dimensions. Sit ing of industries and concept  of Zoning
Rural Sanitation-concepts of low laterines & pr e septic tanks
At las, E conomic va luat ion of environment al asset s and preliminary
Mat erials-Importance of pipe ma terial & then types with fixt ure s &
concept of Natural Resource Accounting.
fittings.
Construction of open well, chlorination of open well, construction of
Unit-IV
: Sust aina ble development: Co ncept of limit s t o growth in
hand pump, const ruct ion of bathing ghats.
terms of population, Food, Resources, Capital, Energy, Land Services
etc. Their inter linkages and use of Systems approach including feed
Books
back loops. Carrying capacit y of systems, prerequisites for sust ainable
development, concepts of sustainable development  in the various
1. Municipal & rural sanitation-Ehlers & Steel
sectors of economy such as Industry, Agriculture and Infrastructure.
2. Wa ter s upply for rural areas & communities- Wa gae r & Lano ix -
WHO.
Unit-V
: Impact Assessment: Collection of baseline data, concept
3. Excre ta dispos al for rural areas & sma ll communit ies -Wagaer &
and met ho dologies for initial environmenta l exa minat ion (IEE ),
lanoix-WHO .
Environmenta l Impa ct Assessment  (EIA) , E nvironment al Impact
4. EW Steel-Municipal & Rural Sanitation
St atement  (EIS ),  Environment al Audit  (EA), Risk As sess ment  (RA )
5. Manual of water supply-CPHEEO
etc. Case studies for the abo ve.
Books Recommended :
1. Ecology and Enviro nment by P.D. Sharma
CE-419 E EN VIRONMENTAL IMPACE ASSESSMENT AND
2. Enviro nment Management in India by R.K. Sapru.
MANAGEMENT
3. Environmental Quality Management by Bindu N. Lohani.
Sessional : 50 Marks
4. Studies in Environment and Development by R. B. Singh.
Theory : 100 Marks
5. Environmental Impact Assessme nt by Larry W. Canter.
Total : 150 Marks
6. Enviro nmental Planning, Policies and Programmes in India by K.D.
Duration of Exam. : 3 Hrs.
Saxena.
Unit-I
:  Envir onmental Problems and Issues : Explosion of
7. Concept s in Environmental Impact Analysis by S.K. Shukla &
Enviro nmental issues and scientific, techno lo gical and regulatory
P.R. Shrivastava.
 
SYLLABUS  B.Tech Civil Engg.  63 64 MAHARSHI  D AYANAND UNIVERSITY, ROHTAK
Books Recommended :
CE-421 E FINITE ELEMENTS METHODS
1. The finite element  methods in engineering-S.S. rao, Pub-Pergamon
Sessional : 50 Marks
Press.
Theory : 100 Marks
2. Numerical met hods in Finit e E lement Analysis, Klaus-Jurgen Bat he
Total : 150 Marks
& Edward L Wilson, PHI
Duration of Exam. : 3 Hrs.
3. The Finite Element M ethods -O.C. Zienkiewiez, McG raw H ill.
Unit-1
: General Proceure of Finite Element Methods.
4. The Finit e E leme nt Methods for Engineers KH Hue bner, Wiley,
Basic concept of FEM engineering applications. Comparison of FEM
New York.
with other metho ds o f analysis. Discretization of the domain basic
eleme nt shape s. Descritiza tion process. Interpolat ion polynomials.
Note : In the  seme st er  examinat ion,  the  examine r  will set  eight
Selection of the order of the interpolation polynomial. Convergence
questions in a ll ent ire syllabus a nd st udent s will required t o at t emp t
experiments. Linear interpolation polynomial in terms of global and
only five questions.
local coordinates. Formulation of elements characteristics matrices and
The use of scient ific ca lc ulato r will be a llowe d in t he examina tion.
vector ’s direct appro ach. Variation approach. Weighted residual
However, progr ammable calculator and cellular pho ne will not be
approach. Assembly o f elements matrices and vectors and der ivation
allowed.
of system equation together with their solution.
Unit-1I
: High Order and Iso-Parametric Element Formulations.
CE-423 E ROCK MECHANICS (Departmental Elective-I)
Introduction, Higher order one-dimensional element. Higher or der
Theory : 75 Marks
elements in terms of natural co ordinates and in terms of classical
Sessional : 25 Marks
interpolation polynomials.  Continuity condition, N umerical  integration
Total : 100 Marks
in one , tw o a nd t hree dimensions .
Duration : 3 Hrs.
Unit-1II
: Solid And Structural Mechanics
Introduction
:
Introduction, Basic equation o f solid mechanics. Static analysis-
Import ance of rock mechanics, composition of rocks, geologica l a nd
formulation of equilibrium equat ions. Analysis of trusse s and frames,
lithological class ificat ion of rocks,  class ification of rocks  for engineering
analysis of plat es, a nalysis of three dimension problems. Ana lysis of
purposes, R.Q.D. method of classification of rocks.
solids of  revolution. Dynamic analysis, dynamic equation of motion.
Theories of Brit tle  failure.
Consistent and lumped mass matrices. Constant  mass mat rices in global
coordinate systems. Dynamic response calculation using FEM.
Laboratory Testing of Rocks
:
Various methods of obtaining rock cores, methods of sample
Unit-1V
: Applications and Generalisation of the Finite Element  Method
preparation, methods of removing end friction of the rock samples.
Energy balance and  rate equations o f heat  transfer. G ovening differential
Co mpression t est ing machine, uniaxial compressio n strength o f rock
equation for the heat  conduct ion in three dimensional bodies.  Derivation
samples, methods of finding tensile strength-direct and indirect methods,
of finit e e lement equat ion fo r one dime nsional, t wo dimensional.
Brazilian test, shear box test, triaxial shear test, punch shear test.
Unsteady state and radiation heat transfer pro blems and their solution.
Solution of Helmotz’s equation and Reynolds equation. Least squares
In-situ Testing of Rocks
:
finite element approach.
Field direct shear t est on rock blocks, field triaxial st re ngth, use of flat
jacks, chamber test, plate lo ad test, cable jacking test.
 
SYLLABUS  B.Tech Civil Engg.    65 66 MAHARSHI  D AYANAND UNIVERSITY, ROHTAK
Stress Evaluation in Field
:
CE-425 E ADVANCED TRAFFIC ENGG.
Stress-relief technique (over co ring), use of strain gauges, bore hole,
Theory : 75 Marks
deformation cell, photoelastic stress meter, stress measurement with
Sessional : 25 Marks
flat jack. Hydraulics Fracturing Techniques.
Total : 100 Marks
Duration : 3 Hrs.
Stabilization of Rocks
:
1. Introduction and Traffic Characteristics
:
Rock bolting, principle of rock bolting, various types of rock bolts,
application of rock bolting. Field testing of rock bolts and cable
Objectives and scope of traffic engg. Organisational set up o f
anchors.
traffic engg. department in India. Importance of traffic
characteristics. Road user characteristics. Vehicular characteristics.
Elastic and Dynamic Properties of Rocks
:
Max dimensions and w eights of ve hicles allowed in India. Effect s
Stress-strain behaviour dynamic properties, resonance method and
of traffic characteristics on various design elements of the ro ad.
ultra-sonic pulse method.
2. Traffic Surveys
Pressure on Roof of Tunnels
:
Methods of conducting the study and presentation of the data for
Trap do or experiment, Terzaghi’s theory, Bieraumer, Kommerel,
traffic volume study, speed study and origin and destination study.
Protodyakanov theory.
Speed and delay study. Parking surveys. On street parking, off
street parking. Accident surveys. Causes of ro ad accidents and
Stress Around the Tunnels
:
preventive measures. Use of photographic techniques in traffic
Basic design and Pri8nciples of tunnels in rocks, design of pressure
surveys.
t unnels in rocks.
3. Highway Capacity
Books :
Importance. Space and time headway. Fundamental diagram o f
traffic flow. Relationship  between speed, volume and densit y. L:evel
1. Rock Mechanics, Vol. I, II, III, IV by Lama, et.al.
of service. PCU. Design service volume. Capacity of no n-urban
2. Fundamentals of Rock Mechanics by Jaeger and Cook.
roads. IRC recommendatio ns. Brief review of capacity of urban
3. Rock Mechanics by Stagg & Zienkiewiez.
roads.
4. Rock Mechanics & Design of Structures in Rocks by Obert &
Duvell.
4. Traffic Control
5. Rock Mechanics & Engineering by Jaeger.
6. Art of Tunneling by Schzy.
Types of traffic control devices. Traffic signs, general principles of
traffic signing, types of traffic signs. Road markings, t ypes, general
principles of pavement  markings. Design of rotary. Grade
separated intersections. Miscellaneous traffic control aids and street
furniture.
5. Signal Design
Types of signals. Linked or coordinated signal systems. Design of
signa l  timings by t rial cycle me thod , ap proximat e met hod,
Webstor’s method and IRC method.
 
SYLLABUS  B.Tech Civil Engg.    67 68 MAHARSHI  D AYANAND UNIVERSITY, ROHTAK
6. Traffic Regulation and Management
CE-427 E ENVIRONMENTAL POLLUTION AND
CONTROL
Need and scope of traffic r egulations. Regulation of speed,
vehicles and drivers, General traffic regulations. Mo tor vehicles
Theory : 75 Marks
act. Scope of traffic management. Traffic management measures:
Sessional : 25 Marks
re st rictio ns on t urning mo ve ment s, one wa y stre et s, t idal flow
Total : 100 Marks
operations, exclusive bus lanes, traffic restraint, road pricing.
Duration : 3 Hrs.
Princ iple s involved in t he pro tec tion of public hea lt h sanita tion of
7. Traffic And Environment
dwelling houses, principles of villages and town planning: land pollution
D etrimental effec ts of traffic. Vehicular air pollution. S ituation in
and its control.
India. Vehicular e mission norms in India and abroad. Alt ernat e
fuels. Factors affecting fuel consumption. Arboricultur.
Air borne diseases and their control, sources of pollution, occupational
health
8. Computer Application,   Traffic Simulation
Water borne diseases, river pollutio n and control of water pollution
Computer  application in traffic engg.,  transport  planning  and public
t ranspo rt. Traffic simula tion, advant ages.  st eps in simulat ion.
Environmental Co nsideration of ventilatio n, air  conditio ning and
Scanning techniques. Int roduction to Intelligent vehicle highway
illuminatio n
s yst em. Various type s of IVH S.
Books :
Sample co lle ctio n and sa mpling de vice s: mat he ma tica l modeling
Applica tion of above in t he design of ho spit als and o ther public
1. Traffic Engg. and Transport Planning by L.R. Kadiyali, Khanna
buildings.
P ublishers, Delhi.
2. Highway Engg. by S.K. Khanna & C.E.G. Justo, Nem Chand
Book :
Bros., Roorkee.
1. Bhatia H .S . Environmental pollution & Cont rol-Galgot ia
3. Traffic Engg. by Matson, T.M., Smith, W.S. and Hurd, F.W.,
McGraw-Hill Book Co., New York.
CE-402 E BRIDGE ENGINEERING
4. Traffic Flow Theory by Drew, D.R., McGr aw-Hill Book Co.,
Sessional : 50 Marks
New York.
Theory : 100 Marks
Total : 150 Marks
Duration of Exam. : 3 Hrs.
Unit-I
: Introduction : Definition, components of bridge, classification
of bridges, selection of site, economical span, aesthetics consideration,
ne cessary invest igat ions and esse ntial design da ta.
Unit-II
: Standard specifications for roads and r ailways bridges :
General, Indian Road Congress Bridge Code, width of carriage way,
clearance, various loads to be co nsidered for the design of roads and
railway bridges, detailed explanation of IRC standard live loads.
 
SYLLABUS  B.Tech Civil Engg.    69 70 MAHARSHI  D AYANAND UNIVERSITY, ROHTAK
Unit-III
: Design Consideration for R.C.C. Bridges : Various types of
Building Drainage
R.C.C. bridges (brief description of each type), design of R.C.C.
Discharge & Ventilatio n pipes, building drainage systems, Drainage
culvert and T-beam bridges.
pipe materials , jointing & tes ting, types of fixt ures & fit tings.
Unit- IV
: D esign Cons ideration for S teel Bridges : Vario us t ypes of
Refuse handling
st eel bridges (brief description of each), design of truss and plate  girder
Collectio n of refuse from buildings, refuse bins & sacks
bridges.
Acoustics
Unit-V
: Hydraulic  & S tructural Des ign of piers, abutments, w ing w all
Basic problems & te chno logy, t ransmissio n o f sound in rooms,
and approaches.
coe fficient o f sound  abso rption, noise  reduct ion,  classificat ion &
selection of acoustical materials, acoustics of auditorium, schools etc.
Unit-VI
: Brief descriptions of bearings, joints, articulation and other
details.
Air  conditioning, Heating & Ventilation
Different types of heating materials, Solar water heaters, requirement
Unit-VII
: Bridge foundation-Various types, necessary investigations
of comfort conditions, temperature & humidity control, Mechanical
and des ign criteria of well foundat ion.
Vent ilation, Air condit ioning  units & t heir working principle s.
Books Recommended :
Lifts
Classifica tion & types of lifts, lift c odes & rules, Tra ffic analysis &
1. E ssentials of Bridge Engineering, D.J. Victor, Oxford & IBH Pub.
selection of lifts, car speed, Fire safety, arrangement of lifts.
New Delhi.
2. D esign of Bridges, N. K ris hna Raju, O xfor d & IBH, N ew D elhi.
References
3. Bridge Deck Analysis, R.P. Pama & A.R. Cusens, John Wiley &
Jain V.K. De sign & installat io n o f services in building co mplexes &
Sons.
High rise buildings Merrit F.S. Mec ha nica l a nd E lect ric design of
4. Design of Bridge Struct ure s, T.R. Jagadish & M.A. Jaira m,
buildings.
P rent ice H all of India, N ew D elhi.
Sinha A : Building Environment
Bhat ia H.S . : Environmental Services (Plumbing)- G algotia
CE-404 E BUILDING SERVICES
Sessional : 50 Marks
Theory : 100 Marks
Total : 150 Marks
Duration of Exam : 3 Hrs.
P rinciples service inst allations
D omes tic eat er supply;
Water supply requirements & quality, house connection, water supply
networks, cold and hot water ser ices, water services to multistoried
buildings., pipe mat erials, jointing, valves & taps
 
SYLLABUS  B.Tech Civil Engg.    71 72 MAHARSHI  DAYANAND UNIVERSIT Y, ROHTAK
Books Recommended :
CE-406 E INDUSTRIAL WASTE WATER TREATMENT
Sessional : 50 Marks
1. Industrial and Hazardo us Waste Treatment by N.L. Nemerow
Theory : 100 Marks
& A. Dasgupta.
Total : 150 Marks
2. Industrial Effluent s by N. Maniva sakam.
Duration of Exam. : 3 Hrs.
3. Waste Watewr Treatment by M.N. Rao & A.K. Dutta.
Unit-I
: Problem of Wat er Pollution : Effe cts of wast es on str eams
4. Waste Water Treatment  for  pollution Control by S oli J . Archieival.
and sewage treatment plant, natural purification of stream, o xygen
5. Environme nt al Engoineering by G.N. Pandey and G.C. Carney.
s ag curve, a llowa ble organic load o n s tream class ifica tion of s tream,
6. Indus trial Was te Wat er S ource Control by Nancy Rilkme n and
stream standards and effluent standards, r equirement of water for
Clay Jones.
different purposes.
7. Pollution Cont rol in process industries by S.P. Mahajan.
8. Environment al Indust rial Pollution control by P.R. Trivedi and
Unit-II
: Pretre at ment  & Measurement  of Wast es : E ffect s of indust rial
Gurdeep Raj.
wastes on streams, sewerage systems and waste water treatment
9. Industrial Water Pollution Co ntrol by Eckenfelder.
plants. Sampling o f waste waters, gr ab and co mposite samples,
10. P rinciples of Industrial Wast e Tre atment by C.Fred G urnha m.
analysis of wast e water,  biochemical oxygen demand, chemical oxygen
demand and pH value of was te, t oxicity of wast e by bio-assay method,
Various steps to minimize effects of industrial effluents on waster wat er
treatment plants and receiving streams-co nservation of water, process
CE-408 E PERSONALITY DEVELOPMENT &
change, reuse o f waste water, recovery of bypro ducts, vo lume
PROFESSIONAL APTITUDE
reduction, strength reduction, neutralization, equalization and
proportioning. Population equivalent. Industrial effluent standards for
Sessional : 50 Marks
disposal into inland surface water sources and on land for irrigation.
Practical : 100 Marks
Total : 150 Marks
Unit-III
: Convenstional Metho ds of Treatment o f  Waste Water :
Duration of Exam. : 3 Hrs.
Energy requirement, o ptimization and budget, municipal regulation,
Purpose/objectives
sewer rental charge, instrumentation in waste water treatment plants,
Future manager along with managerial skills and competence
collection of data, operation and maintenance of plants, water pollution
Leadership and itsw qualities
control board, removal of suspended solids, removal of inorganic and
SWOT  analysis and co nsolidation of the strength and general
organic dissolved solids, sludg e disposal, advance methods of
proficiency.
treatment  such as reserve osmosis, ion exchange, electro  dialysis, algal
Bus iness  Communica tion & As sertiveness
harvesting etc. low cost treatment plants, common effluent treatment
Creativity, Innovation and team Spirit
plant, design and operation.
Attitude building & logical Analysis
Field visit
Unit-IV
: Study of the following, Industries from waste generation,
quality and its treatment including brief overview of manufacturing
process:
Textile, tannery, sugar mill, distillery, dairy, pulp & paper, metal plating,
oil refinery, nitrogenous fertilizers, hazardous wastes: thermal power
plants and radio active wastes, impact, handling and disposal.
 
SYLLABUS  B.Tech Civil Engg.   73 74 MAHARSHI  DAYANAND UNIVERSITY, ROHTAK
CE-416 E MODERN FOUNDATIONS
CE-418 E HYDRAULICS SYSTEM MODELLING
Sessional : 50 Marks
Sessional : 50 Marks
Theory : 100 Marks
Theory : 100 Marks
Total : 150 Marks
Total : 150 Marks
Duration of Exam. : 3 Hrs.
Duration of Exam. : 3 Hrs.
Unit-I
:
Unit-I
: Development of water resources, demand of water, availability
a) Foundation in Special Soils : Foundations in expansive soils,
of water, estimation of surface water flow at ungaged site.
foundations in soft and compressible soils, foundations in over
sonsolidated desiccated soils.
Unit-II
: Computation of extreme flow : Concept of probability in
b) Modern Soil Testing : Centrifugal testing of soil models, pressure
hydrology, design flood for hydraulic structure, methods of flood
meter t esting of soils.
fr equency analysis, co mputat ion of pe ak flo w from precipit atio n,
measurement of peak discharge.
Unit-II
:
Modern Foundation Techniques: Drilled piers, reinfo rced earth, and
Unit-III
: Conveyance System: Methods of conveyance of water,
reinforced concrete retaining walls with relieving shelves. Diaphragm
re sist ance equations for flow, design of rigid boundary channels, design
walls and bored pile walls, the stabilizing action of drilling mud, root,
of loose boundary channels. Conduit System: Types of pipes, laying
piles, vibrofloation, stone columns, sand wicks.
of pipes and joints, forces and stresses in pipe band, pipe line analysis
and design,  methods of supplying water, storage and distribution
Unit-III
:
reservoir, pipe mat erials, large conduit  design. Hydra ulic t ra nsient
S hells in Foundat ion : shell as a st ruct ural fo rm Clas sification of shells
analysis.
used in foundation. Design of shell foundation-hyperbolic parabolodial
shell,  conical shell, inverted  dome shell,  construct ion of shell foundation,
Unit-IV
: Water Distribution System
Analysis : Types of pipe network,
in-situ construction, precast const ruction.
equivalent pipes, pumps in water distribution system, Network with
loops, flow equation, node equation, loop equation, numerical solution
Unit-IV
:
technique- Linear theory met hod, Newton-Ralphson method. Hardy-
Foundations for special structures: Foundations for water tanks,
Cross method, application of water distributio n softwares. Water
chimneys and cooling towers, telecommunication and transmission line
distribution system models.
towers. Foundation for guyed structure, industrial structure and for
ground storage tanks.
Unit-V
: Drainage System : Types of drainage systems, Urban drainage
system, Agriculture drainage system, Roadways drainage system,
Unit-V
:
Airpo rt drainage system, computer applications.
Foundations for underground structure : Bedding of conduits, tunnels,
underground powerhouses. Foundations for Coastal and offshore
Books Recommended :
structures: Marine piles, foundations for offshore drilling platforms,
and foundations for offshore defence installations.
1. Water supply & S anit ary E ngg. - V.N. Naziram & S.P. Chando le
- Khanna Pub.
Books Recommended :
2. Hydrology & H ydraulic Syste m- Ram S . G upta, P rintice Hall,
New Delhi.
1. Modern foundations by Aro ckia Samy.
3. Fluid Me chanics & Fluid Mac hinery-S.K. Som & Biswas.
 
SYLLABUS  B.Tech Civil Engg.    75 76 MAHARSHI  DAYANAND UNIVERSITY, ROHTAK
CE-420 E COMPUTATIONAL FLUID DY NAMICS
CE-422 E HYDRO DYNA MICS
Sessional : 50 Marks
Sessional : 50 Marks
Theory : 100 Marks
Theory : 100 Marks
Total : 150 Marks
Total : 150 Marks
Duration of Exam. : 3 Hrs.
Duration of Exam. : 3 Hrs.
Unit-I
: Introduction and overview of CFD, need, solution accuracy,
Unit-I
:  Introduction : Fluid Mechanics & Hydrodynamics types of fluids,
co nsist ency, st ability a nd it s met ho d of analysis, L ax-Equivalence
fluids as continuum, ideal & real fluid properties, rheological properties.
theorem, typical pr actical pro blems and models.
Fluid Kinematics : Mathematical and streamline representatio n of
velocity, steady, usteady ad relative motions acceleration, continuity
Unit-II
: Mathematical models of fluid dynamics,  Equations of mot ions,
equation (Lagrange’s & Euler’s form and relatio n between the two
Compress ible  and Incompress ible  flows , invisoid flow s, viscous  laminar
fo rms) . I rrotatio nal and r otational mo tion, vorticity vecto r, cir culatio n  relation.
and turbulent flows, Navier- Stokes equatio ns, Laplace & Poisson
Po tential and stream functions : Velocity potential, stream function,
Equation.
Kinematics boundary condit ions and impulsive motions.
Unit-III
:  Comput ational techniques, finite  difference methods,  Explicit
Unit-II
:  Fluid Kinemat ics : E quat io n of mot io n, int egrat ion  of
and Implicit formulations, Finite element methods, Weighed residual,
equat ions o f mot ions, singular forc es in t erms of ve locity pot ential
finit e Volume method, panel met hod.
(Bla sius theorem and applicat io n, Kutt a-Jo uko wsky law, L ag ally’s
theorem), source, sinks doublet and image, stagnation points.
Unit-IV
: Numerical Integration, Newton-cotes, Guass-Lagendre
Vortex  Dynamics: General fluid motions, description of vortex motions
quadr ature, essential and necessary, Dirichlet Neumann, Newton
(line vortices & line doubles), vortex const ruction theorems, Kelvin’s
boundary condition, coordinate transformations.
circulation theorem, vort ex streets (rows), and D’ Alembert’s paradox.
Unit-V
: Physical aspects of grid generation, element geometries,
Unit-III
: Methods of solution (Potential Flows) : Hydrodynamics
structured and unstructured mesh, mesh refinement, conformal mapping,
singularities in tw o-dimentional flow s. Conformal transformat ion and
algebraic grid generat ion, transfinite interpolation, Delaunay triangulat ion
mapping  (inc luding Schwa rtz  Christo ffel),  numerical met hods o f
and voronoi diagram.
solution, elect ro conductivity analogy & other analogies .
Books Recommended :
Unit- IV
: Hydraulic Flows: Confined por ous-media flow, Darcy’s
Law, wells in uniform bed, and seepage under dams. Wave Motions:
1. Computational Fluid Dynamics-John D Anderson, McGraw Hill
Water waves, wave celerity and types, standing waves (deep water
2. Computat ional Fluid D ynamics-Tarit K Bose , Wiley East ern Lt d.
& shallow water dams).
3. Computational Methods for Fluid Dynamics-JH Ferziger, M Peric,
S Pringer.
Unit-V
: Ma gneto Hydrodynamics: Definition, basic fie ld e quations
(medium at rest, medium in motion), s implification of fie ld equat ions,
Altven theorem, MH D w aves and alt ven w aves.
Books Recommended :
1. Hydro dynamics-Sir Horace Lamb, Dover Publication
2. Principles of Magneto Hydrodynamics-H Goed Bloed & S Poedt,
Cambridge University Press, 2004.
 
SYLLABUS  B.Tech Civil Engg.    77 78 MAHARSHI  DAYANAND UNIVERSIT Y, ROHTAK
CE-424 E REINFORCED EARTH AND GEOSYNTHETICS ENGG.
CE-426 E GROUND WATER ENGINEERING
Sessional : 50 Marks
Sessional : 50 Marks
Theory : 100 Marks
Theory : 100 Marks
Total : 150 Marks
Total : 150 Marks
Duration of Exam. : 3 Hrs.
Duration of Exam. : 3 Hrs.
Unit-I
: Reinforced Earth : Hist ory, field  of applications,  natural fibres ,
Unit-I
: P ropert ies  of Aquifers,  Formation c onst ant s,  compress ibility
overview of Geotextiles, Geomembrances, Geogrids, Geo nets,
of aquifers, Equation of motion for  steady and unsteady ground water
Geowebs, Geomats and Geoco mpo sites and eco nomic aspects of
flow in isotropic homogeneous aquifers, Dupit’s assumptions.
t heir a pplications.
Unconfined flow with a recharge, tile drain problem. Ground water
exploration and methods of invest igations.
Unit-II
: Production of Geotext iles, composites, physico-mechanical,
hydraulic and chemical properties. Functions of Geosynthetics, fluid
Unit-II
: Effect of boundaries, interference of water, leady acqifers,
t ransmis sion,  filt rat ion, s eparat ion, protect ion.
Thiem’s equilibrium formula for unconfined and confined aquifers and
determination of hydraulic properties of aquifers. Partial penetration
Unit-III
: Soil Re inforcement : Bas ic principle of s oil reinforceme nt ,
of an aquifer by a w ell,  spherical flow  in  a  well. Non equilibrium formula
shear strength of reinforced soil, theoretical strength, factors affecting,
for aquifer (unsteady radial flows).
requirements on synthetic reinforcement, installation techniques.
Unit-III
: Tubew ells, optimum capacity, silting of t ube well, design of
Unit-IV
: Calculation methods : Basic concepts, embankment on soft
tube wells in different aquifers, t ube well types, part s, bore hole, strains,
s oils, internal s tability, overall sta bilit y, fo undation s tability and bearing
its types, well pipe, casing pipe, blind pipe. Construction and working
capacity failures-construction of the steep slope, retaining walls-external
of t ube wells, site se lect ion, drilling opera tion, cable too l met ho d,
s tability, int ernal stabilit y.
hydraulic method, rivers Rotary Method and drilling fluids,  well screen
assembly installat ion, verticality and alignment of tube wells, gravel
Unit-V
: Use of Geosynthetics in Roads and Railways, d rainage
packing, development of tube wells, sick ness, in co nstructio n and
system- Control of groundwater level, dewatering and reclamation of
corrosion and failure of tube wells, Pumping equipment and hydraulic
land, use of Geomembranes - for lining application, management and
testing of pumps.
maintenance.
Unit-IV
: Artificial recharge of gro und water, co nsiderations and
Books Reco mmended :-
methods, recharge techniques induced infiltration, water spr eading,
flooding, basins, dit ching, modification of natural channels , irrigation,
1. Geotextiles and Geomembr anes in Civil Engg.- Gerard P.T.M.
recharge pits, shafts and recharge wells.
Van Santvrot, A.A. Balkema,  Oxford and IBH publishing
company, New Delhi.
Books Recommended :
2. Reinforced Soil and Geotextiles - J.N. Mandal, pro ceedings
FIGC-1988, Oxford and IBH publishing company private Ltd.,
1. Groundwater Hydrology, D.K. Todd, John Wiley & Sons Inc.
New Delhi.
Newyork.
3. Geosynthetics : Applicat ion,  Design and  Construction-R.J. Tarmat,
2. Groundwater, H.M. Raghunath, Wiley Eastern Ltd., New Delhi.
proceedings First Europian Geosynthetics Conference,
Netherland A.A. Balkema, Publisher-Book field, U.S.A.
4. Geosynthetics World- J.N.  Mandal, Willey Eastern Ltd., New Delhi.
 
SYLLABUS  B.Tech Civil Engg.  79 80 MAHARSHI  DAYANAND UNIVERSIT Y, ROHTAK
CE-428 E TRANSPORTATION PLA NNING
CE-430 E REMOTE SENSING IN CIVIL ENGG.
Sessional : 50 Marks
Sessional : 50 Marks
Theory : 100 Marks
Theory : 100 Marks
Total : 150 Marks
Total : 150 Marks
Duration of Exam. : 3 Hrs.
Duration of Exam. : 3 Hrs.
Unit-I
:  Hierarchical level of planning,  passenger and goods
Unit-I
: Introduction
transportation, general concept and process, Urban travel
Physical basis of Remote Sensing, Sensor systems ground based, air
characteristics, private and public travel behaviour analysis.
bo rne and satellite, passive scanning system multi-spectral scanners
(MSS), Thermal infr ared Sc anning system, Ra dio -mete rs, Act ive
Unit-II
: Travel demand estimatio n and forecasting, trip generation
Scanning system: Radar, Lidar, Satellite data-types, description and
methods and their co mparison, model split analysis, behavioral
utility for various Civil Engine ering projects .
approach, two-stage model splits models.
Unit-II
: Remote Sensing in Civil Engineering Projec ts
Unit-III
: Trip distribution - Growth factor methods, gravity model,
Introduction, Role of remote sensing in terrain investigation,
intervening opportunity and competing opportunity models, trip route
photogrammetry, photo-interpretation, Selection of appropriate date,
assignment.
Digital process ing of satellit e dat a, Nece ssity of field w ork to c ollect
ground truth.
Unit-IV
: Land use transport  planning, transpor t related land use
mod els, co rridor typ e travel planning, state wide and regional
Unit-III
: Topographic Mapping using remote sensing
t rans portat ion planning.
Introduction, Aerial photo graphs, Scale, geometric characteristics,
parallax bar, generation of Digital Elevation Model, Stereoplotters,
Unit-V
: Intelligent transportation system, Urban mass transportation
Requirementsw for cartograsphic presentation o f satellite data.
planning, LRT, development of bus as a transit systems, economic
Mapping using satellite image interpretation, Mapping of inaccessible
evaluat ion of transport plan.
areas using side Looking Air borne Radar data.
Books Recommended :
Unit-IV
: Resource mapping for civil engineering project s
Identification of Geomorphic and Hydrogeo mo rphic features and
1. Hut chinson B.G., Principle s of urban t ra nsport syst em po lanning.
mapping. Locating construction materials -w ater res ources, sand, s oil,
McGraw Hill, New York.
kankar, r ocks.
2. Kadiyali L.R., Traffic engineering and transport planning. Khanna
Soil characteristics using remot e sens ing: Application of visible, infra-
P ublishers .
red and microwave remote se nsing  for  identification of soil t ypes, grain
3. Florian Michael, Transportat ion planning models.  Elsevier Science
size and soil moisture studies, Monitoring areas prone to Landslides
Publishers, Net herlands.
using remote sensing, digital model and GIS.
4. Khanna and Just o, Highway engineering. Ne mchand Brothers,
Roorkee.
Unit-V
: Application in water resources engineering
Mapping surface water bodies using satellite data, studies related to
floods, snow melts, wetland,  coastal environment, sediment t ransport ,
ground water target ting,  bathymetry. Regional and urban planning using
remote sensing: Land use. Land cover classification, urban land use
planning, urban s praw l monit oring, wast e dis pos al sites.
 
SYLLABUS  B.Tech Civil Engg.    81 82 MAHARSHI  DAYANAND UNIVERSITY, ROHTAK
Books Recommended :
Unit-IV
: Total load transport
Approaches to the problem, micro scopic and macroscopic methods,
1. Introductory Digital Image processing - J.R. Jeusen.
some approximat e methods, effect of hydraulic conditions on sediment
2. Remote Sensing for Environment and  Forest Management  by A.
transport.
Mehrot ra & R.K. Suri.
3. Remote S ensing and Image Inte rpret ation by Lilles T. M. and
Unit-V
: Design of Stable Channels
Ki e f e r  R. W.
Variables in channels design and condit ions of design, secondary factors
4. Manual of Remote Sensing-Vol-1.
influencing stable channel design, stable channels carrying clear water
5. Principles of Remote sensing -P.T.
in coarse, non-cohesive materials and alluvial materials. Sediment
6. Mapping & Compiling by K.K. Rampal
Control in Canals: Sediment controlling actions, methods o f sediment
7. Manual of Photographic Interpretation.
control and their details, water requirements.
8. A Multipurpose Level Information System for Rural resources
planntey (so il & water conservation) by S.J. Ventura, Niemann
Books Recommended :
B.J. and D.D. Mayer.
1. The Flow o f Co mplex Mixt ures in Pipes by G.W. Govier & K.
Aziz, van Nostrand Reinhold Ltd. Toronto.
2. Hydra ulics Transport of Bulky Materials I. Zandi, Pergamon Press.
CE-432 E SEDIMENT TRANSPORTATION ENGG.
3. Hydraulics of Sediment Transport,  W.H.  Graf, McGraw Hill Series
Sessional : 50 Marks
in Wat er Resour ces.
Theory : 100 Marks
4. Mechanics of S ediment Transportat ion and a lluvial St ream
Total : 150 Marks
Problems, R.J. Garde & K.G. Ranga Raju Willey Eastern Ltd.
Duration of Exam. : 3 Hrs.
Unit-I
: Introduction to s ediment & Fluvial Hydraulics
Prope rties of Sediment s: Origin & formation of sediments, fundamental
CE-434 E AIR QUA LITY CONTROL & MONITORING
propert ies of individual sediment  particles, bulk properties of sediment s.
Sessional : 50 Marks
Incipient motion of sediment part icles,  competent velocity, life concept,
Theory : 100 Marks
critical tractive force, critical tractive stress.
Total : 150 Marks
Unit-II
: Regime of Flows
Duration of Exam. : 3 Hrs.
Desc ript ion in Re gimes of flow of re gimes. Velocity Distribution in
Unit-I
: Air pollution problem : Economics and social aspects, historical
Alluvial Streams. Velocit y dis tribut ion and resistance in turbulent flow
episodes of air pollution.
over rough boundaries, resistance to flow in alluvial stream, velocity
distribution in alluvial streams.
Unit-II
: Sources of
Air Pollution : Effects of air pollution on health,
animal,  plants a nd mat erials,  role of me teo rological co ndit ion,
Unit-III
: Bed Load Transport
prope rties of t ypica l air po llut ants, a ir diffusion and conce nt rat ion
Bed  load equations empirical,  semi t heoretical and based  on  dimensional
pollutants, general diseases caused by air pollutions, toxicity of  various
considerations saltation. Suspended Load Transpo rt: Mechanism of
pollutants.
suspension, general of diffusion, sediment distribution equations, effect
of temperature or suspended load transport, wash load.
Unit-III
: Sa mpling a nd Ana lyzing of Air Pollut ants : Inst ruments
pollution survey, standards of air pollution.
 
.
SYLLABUS  B.Tech Civil Engg.    83 84 MAHARSHI  DAYANAND UNIVERSIT Y, ROHTAK
Unit-IV
: Principle of air pollution control, site selection and zoning,
Theoretical concepts & structural behaviour-seismic response of
various control methods, process and equipment changes, design and
foundation & soil behaviour, failure-deformation.
operation of various air pollution control equipments.
Books
:
Unit-V
: Air Pollution in control legislation, public education pollution
standards, status of air pollution control in various countries.
1. IS 4326-1993 code of practice for eartrh quake resistant
construction BIS
Unit-VI
: Industrial Hygiene : Co ncept and importance, factory
involved in environmental hazards, industrial ventilation occupational
2. IS 13920-1993-Ducticle detaining of reinforced concrete
disease s, control methods.
structure
3. Journal of Indian building Congress Vol. IV 1997.
Books Recommended :
4. Seismic design Handbook-Farzad Naeim
1. Air Pollution by C.R. P hilips.
5. IS 1893-1984-Criteria for earthquake resistant design for
structure
6. IS 13827-199 3 Guidelines for impro ving earthquake structure
CE-436 E DISASTER MITIGATION AND MANAGEMENT
7. J ohri etcl disast er M it igation-Experiences & Re flections .
Sessional : 50 Marks
Theory : 100 Marks
.
Total : 150 Marks
Duration of Exam. : 3 Hrs.
.
Introduction to disaster Control-integrated approach, role of
.
engineer.
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Hydrological, coas tal and marine dis ast er
.
Atmospheric Disaster
.
Geological mass movement and land disasters
.
Case studies-Damage profile analysis-uttarkashi/Bhuj/IATUR
.
Disa ster  mitigation
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Forest related disasters
.
Wind and water driven disasters
.
Mining disas ters
Major earthquake & causes
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Hazard resistant construction-symmetry eccentric loading, framed
structure, soft floors, simple configurations.
Building codes & other recommended practices cyclones &
landslides - ca uses & re medies.