Labs & Infrastructure

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Professor In-charge:

• Mr Akash, Assistant Professor, Department of Civil Engineering,

Mr. Akash

List Of Equipment

1. Metric Chain (30 m)- 150 links

2. Metric Chain (20 m)- 100 links

3. Gunter Chain (66 feet)- 100 links

4. Revenue chain (33 feet)-16 links

5. Invar Tape (30m)

6. Measuring Tape (50m)

7. Measuring Tape (7.5m)

8. Wooden Peg

9. Wooden Mallet

10. Arrow Heads

11. Clinometer

12. Abney Level

13. Cross Staff

14. Optical Square

15. Plane table with Tripod, Alidade, Trough Compass, U-fork and Plumbbob

16. Prismatic Compass with tripod and plumb bob

17. Dumpy level with tripod

18. Direct reading Vernier theodolite with tripod

19. Line Ranger

20. Electronic Total Station with tripod and prism

21. Ranging Rod, Offset Rod

22. Automatic Level with tripod

23. Levelling Staff

24. Digital Laser Distance Measurer

List of Experiments:

 

S.

No.

MethodsName of Experiments
1Linear Measurement: Using Tape or Chain(a)  Locating various objects by chain & cross staff surveying and Determination of area of the closed polygon.

(b)  To survey an area by chain survey a cross obstacles

and to calculate the obstructed lengths by using different methods.

2Compass Survey: Using Surveyor’s and Prismatic compass(a)  Measurement of bearings of sides of traverse with prismatic compass and plot the area after adjustment.

(b)  To survey an area (Closed Traverse) and to plot the

area after correcting the local attraction.

3Plane Table Surveying(a)  To find the required stations by using two point problem.

(b)  To find the required stations by using three point

problem.

4Levelling: Using Tilting/ Dumpy/ Automatic Level(a)  Determination of elevation of various points with dumpy level by collimation plane method and rise &fall method.

(b)  Fixing bench mark with respect to temporary bench mark with dumpy level by fly levelling and check levelling.

(c)  To carry out profile levelling and plot longitudinal

and cross sections for road.

5Theodolite Survey: Using Vernier

Theodolite

(a) To carryout temporary adjustment of Theodolite & Measurement of horizontal and vertical angle: by

method of repetition and method of Reiteration.

 

6Trigonometric Levelling: Using Vernier Theodolite(a)  Determine the Height of an object, when base of the object inaccessible and instruments stations in the same vertical plane with the elevated object.

(b)  Determine the Height of an object, when base of the

object inaccessible and instruments stations not in the same vertical plane as the elevated object.

7Curve: Using Vernier

Theodolite

(a) Setting out of simple circular curve by Rankine’s

method of tangential angle.

8Modern Field Survey

Systems

(a) To study the Total Station and its application.

Professor In-charge:

• Mr ShyamSundarChoudhary, Assistant Professor, Department of Civil Engineering

List of Equipments:

1. Universal Testing Machine ( 2000 kN)
2. Compression Testing Machine ( 3000 kN)
3. Flexure TestingMachine
4. Compaction Factor TestApparatus
5. Concrete MixtureMachine
6. Sieve ShakerApparatus
7. VicatApparatus
8. Slump ConeApparatus
9. Le Chatlier’sApparatus
10. Standard TestSieves
11. Rebound HammerApparatus

List of Experiments:

 

  1. Determination of specific gravity of fine & coarseaggregates
  2. Determination of fineness modulus of fine & coarseaggregates
  3. Determination of specific gravity of cement, Determination of fineness ofcement
  4. Determination of standard consistency of cement, Determination of setting timesof Cement.
  5. Determination of soundness of cement, Determination of strength ofcement
  6. Determination of workability of concrete by slump test & compaction factortest.
  7. Determination of compressive strength of concrete. Determination of flexural strength ofConcrete
  8. Determination of strength test of hardened concrete.
  9. Mix Design of concrete as per IS Code.
  10. Determination of Compressive strength and water absorption ofbricks.


Professor In-charge:

• Mr Ahsan Rabbani, Assistant Professor, Department of Civil Engineering
https://www.dce-darbhanga.org/faculty/mr-ahsan-rabbani/

List of Equipments:

1. Cylindrical core cutter
2. Steel dolly
3. Pouring cylinder with calibrating container
4. Hot Air Oven
5. Density bottle (Capacity: 50 ml)
6. Hydrometer
7. Water bath
8. Stirring apparatus
9. Liquid limit device
10. Plastic limit apparatus with accessories
11. Shrinkage limit apparatus with accessories
12. Permeability apparatus with mould 1000 ml capacity
13. Proctor mould-capacity of 944 cc
14. Rammer: weight 2.5 and 4.5 kg
15. Relative density apparatus
16. Consolidation apparatus with Loading unit
17. Triaxial Test Apparatus with all accessories
18. Vane shear test (Digital)
19. Direct Shear Test Apparatus (Digital) with Loading Unit
20. Standard Penetration Test with all accessories
21. Sieve shaker with 1 set brass sieves
22. G.I Sieves: 80 mm, 40 mm, 20 mm, 10 mm, 4.75 mm, pan and cover (full set)
23. Brass Sieves: 4.75 mm, 2.36 mm, 2.0 mm, 1.18 mm, 600 micron, 300 micron, 150 micron, 75 micron, pan and cover (full set)
24. Thermometer
25. Centimeter scale
26. Glass rod
27. Stop watch
28. Trimming knife
29. Sample extruder
30. Spoon
31. Towel
32. Stainless steel Tray
33. Enamel Tray
34. Volumetric Flask 25 ml, 50 ml, 100ml, 250 ml, 500 ml, 1000 ml, 2000 ml
35. Measuring Cylinder (plastic) 100 ml, 250 ml, 500 ml, 1000 ml
36. Measuring Cylinder (glass) 1000 ml
37. Desiccators
38. rammer 2.76 kg
39. Air tight container
40. Pocket Knife
41. Spatula
42. Test Tube
43. Stopper
44. Hand Lens
45. wash bottle
46. Electronic Balance: 20kg, 10kg, 5kg, 1kg

List of Experiments:

 

Determination of Natural moisture content using Oven Drying method

  1. Determination of field density using Core Cutter method
  2. Determination of field density using Sand replacement method
  3. Field identification of Fine Grained soil
  4. Determination of Specific gravity of soil by Pycnometer method
  5. Determination of Specific gravity of soil by Density bottle method
  6. Perform grain size distribution by sieve analysis
  7. Perform grain size distribution by hydrometer analysis
  8. Determination of liquid limit of soil by Casagrande Apparatus
  9. Determination of liquid limit of soil by Cone Penetration Method
  10. Determination of plastic limit of soil
  11. Determination of shrinkage limit of soil
  12. Determination of permeability of soil using constant-head method
  13. Determination of permeability of soil using falling-head method
  14. Perform compaction test on soil using Standard Proctor Test
  15. Perform compaction test on soil using Modified Proctor test.
  16. Determination of relative density of soil
  17. Determination of Consolidation Test of soil
  18. Determination of Shear strength of soil by Triaxial Test (UU)
  19. Determination of Shear strength soil by Vane Shear Test
  20. Determination of Shear strength of soil by Direct Shear Test
  21. Determination of Shear strength of soil by Unconfined Compressive Strength Test
  22. Perform Standard Penetration Test (SPT) on soil