civil engineering

LABORATORIES


S.NO PROJECT TITLE FORMAT Download
1 TRENCHLESS TECHNOLOGY PPT

Download

2 BOX PUSHING TECHNOLOGY PRESENTATION PPT

Download

3 INNOVATION IN CONSTRUCTION MATERIAL PPT

Download

4 NEW AUSTRIAN TUNNELING METHOD PPT

Download

5 GEOGRAPHY INFORMATION SYSTEM PPT

Download

6 PALM ISLAND PPT

Download

7 DYNAMIC TOWER DUBAI PPT

Download

8 REMOTE SENSING PPT

Download

9 SILICA FUME CONCRETE PPT

Download

10 SKY BUS 2 PPT

Download

11 EMERGING TRENDS IN CIVIL ENGINEERING PPT

Download



Surveying Lab
Surveying is the skill of determine the relative positioning point or object by measured angle or distance. Transversing is done to plot the detail of any building or other structure. whenever there is need of precise measurement the triangulation survey is performed. Plane table ling is the method off surveying in which the field observation and plotting are determine the relative position of point horizontally as well vertically. Contour is an imaginary line on the ground joining the points of equal elevation.

List of experiments.

  • Determine the difference in elevation of two given point.
  • To determine the height of an object the base which is inaccessible using theodolite.
  • A) To determine the multiplying constant K and additive constant C of tachometer.

    B) To find distance & elevation of five points around instrument station.
  • Plotting the details of given area by plane table.
  • Determine the position of instrument station.
  • Contour survey of a given area using square method.
  • To trace out the simple circular curve with the help of chain & tape only.
  • To trace out the simple circular curve by theodolite.
  • To determine the height of tall object by two plane method.


Structure analysis lab
The behaviour of various structure Under the action of loads are studied in S. A. Lab. Three hinged & two hinged arches experiment are premed to determine the maximum load that a particular arch can sustain. Apart from maximum load position , horizontal thrust deformation and type of failure are also found out these experiment. Deformation of beam is determined by Maxwell betti’s law verification. This experiment gives the maximum permissible load for a beam for certain deformation.
Without knowing the max permissible load a beam cannot be designed . Euler’s law verification reveals the behaviour of strut under application of load for different end condition. This law is used in determine the max load & effective length of column and hence its is used in designing columns.

List of Experiments

  • To determine the flexural rigidity of a given beam.
  • To verify moment- area theorem for slope and deflection of beam.
  • To study the behaviour of different type of struts.
  • To determine experimentally and analytically the load s in the three suspension rods supporting the elastic beam with concentrated loads hung midway b/w two of the suspension rods when

a ) when suspension rods are attached at their upper and rigid support.
b) the upper end of the central rod is attached to the centre of similar elastic beam.

  • To present the experimental study of three hinged arch for a given system of a loading and to compare the result with those obtained analytically.
  • To determine the elastic displacements of curved member experimentally and verification of the values by analytical method
  • To determine experimentally & horizontally

Transportation Engineering
Transportation engineering is the application of technology and scientific principles to the planning, functional design, operation and management of facilities for any mode of transportation in order to provide for the safe, rapid, comfortable, convenient, economic al and environmentally compatible movement of people and goods. Highway engineering is very important part of Transportation engineering. It includes handling the planning, design, construction and operation of highway, road and vehicular facility.

List of Experiments

  • To determine the impact value of aggre gates.
  • To determine the Crushing value of stone aggregates.
  • To determine the coefficient of hardness or resistance to wear of stone aggregates by:
  • Los-Angeles Abrasion Test on Aggregates.
  • Deval Attrition Test on Aggregates.
  • Dorry’s Abrasion Test on Aggregates.
  • To determine the flakiness index and elongation index.
  • To examine the penetration of Bituminous Material.
  • To determine the ductility of Bituminous Material.

Fluid mechanics
Flow and fluid property are studied in hydraulic laboratory. Determing of energy and momentum coefficient help in determing the energy and momentum of flowing fluid without applying these coefficient a designer may reach the wrong decision.
Actual discharge in determined by multiplying the theoretical discharge to a coefficient called discharge coefficient. This coefficient is determined in lab and it is diff for difference orifices, notches and weirs. Study of weirs, notches and orifice is helpful in designing of them in real life. Weirs are generally constructed on river bed to raise the water level. Notches are attached to canal to control the flow of water.


Concrete Laboratory
Properties of cement and concrete are determined in concrete lab. Normal consistency gives the idea about the quality of selection of cement for a particular project. Fineness modulus of cement is related to initial and final setting time of decide the work rate of concreting and the curing. Generally the cement having less initial setting time is not desirable since the primary bond which have been formed are broken away while concreting.
Compressive & tensile strength determination of concrete is very important in design filed, without knowing the compressive & tensile strength of concrete a concrete structure or any component cannot be designed workability of concrete is also factor which should keep in mind while designing.

List Of Experiments

  • Determine of water for cement for normal consistency.
  • Determine the initial and final setting time of concrete.
  • Determine the compressive strength of normal mix concrete of a given grade.
  • Determine the modulus of rupture of concrete.
  • Determine the strength of concrete using pulse velocity of ultrasonic waves.

Determine of workability of concrete using:
a). compaction factor test
b). vee-bee slump test
c). flow table method .
Determine the soundness of given cement by le chatelier method.
Determine the effect of w/c ratio on strength of cement with given proportion of fine and coarse aggregate and with constant slump of 4 cm.
Determine the effect curing condition upon compressive strength of 1:3 Portland cement mortar.

Soil Mechanics
Soil mechanics is a branch of civil that describes the behaviour of soil.it differ from fluid mechanics and solid in sense that soil consist of heterogeneous mixture of fluids usually air and water and particles usually clay, silt, sand and gravel. There are structure that are supported on or made of soil or structure that are buried in soils like bridge foundation, retaining walls, dam system etc. so we need to know the engineering properties of soil. So we conduct laboratory tests to find out various engineering properties of soil.

List of Experiments
Determination of Field density of soil by:
i) Sand replacement method
ii) Core cutter method
Determination of Liquid limit using cassagrande’s apparatus.
Determine grain size distribution of coarse grained soil by sieving.
Determination of compaction properties of soil sample.
Determination of shear parameters of cohesive soils by triaxial compression.
Determination of shear strength of soil with the help of shear box.
Determination of Unconfined compressive strength of soil specimen
Determination of CBR of a computed soil in unsoaked state.

Determination of permeability of soil by:
i) Constant head method
ii) Falling head method


civil engineering lab manual


ENGINEERING GEOLOGY LAB
B.Tech Civil Lab Manual

EG Lab Manual

Env. Lab Manual

Structural Analysis-II


ENGINEERING GEOLOGY LAB Download Formate
B.Tech Civil Lab Manual
EG Lab Manual

Download

PDF
Env. Lab Manual

Download

PDF
Structural Analysis-II

Download

PDF


WCTM WCTM WCTM WCTM WCTM WCTM WCTM WCTM WCTM WCTM WCTM WCTM WCTM WCTM WCTM WCTM WCTM WCTM WCTM WCTM WCTM WCTM WCTM