CIVIL ENGINEERING LAB COMPLEX -I (ROOM NO- 108 )
COURSES OFFERED
S.No |
Subject Code |
Subject Name |
---|---|---|
1 |
ETCE-355 |
Materials Testing Lab-I |
2 |
ETCE-356 |
Materials Testing Lab-II |
3 |
ETCE-457 |
Minor projects |
4 |
ETCE-454 |
Major projects |
5 |
ETEN-354 |
Materials Testing Lab-II |
6 |
ETCE-258 |
Design of Concrete Structures/Mixes |
7 |
ETCE-260 |
GeoTechnical Lab-I |
8 |
ETEN-351 |
Materials Testing Lab-I |
MATERIAL TESTING LAB
SUBJECT CODE
1. ETCE-355 : Material Testing Lab
DETAILS OF MAJOR EQUIPMENTS: -
S.No |
Name of Equipment |
Quantity |
---|---|---|
1. |
Universal Testing Machine (UTM) |
01 |
2. |
Spring Testing Machine |
01 |
3. |
Torsion Testing Machine. |
01 |
4. |
Fatigue Testing Machine |
01 |
5 |
Vicat Needle Apparatus |
02 |
6 |
Le-Chatlier Apparatus |
04 |
7 |
Slump Test Apparatus |
04 |
8 |
Compaction factor Apparatus |
01 |
9 |
Aggregate Impact test |
01 |
10 |
Longitudinal compressometer |
01 |
11 |
Moulds-as per IS 516 IS 10086 for casting cement concrete test specimens for carrying out compressive and transverse strength tests.
|
30 06 |
12 |
Specific Gravity & water Absorption Apparatus |
01 |
13 |
Aggregates Hardness Test Apparatus |
01 |
14 |
Flexural strength Testing Machine |
01 |
15 |
Compression Testing Machine |
01 |
16 |
Rock well/Brinell Hardness Testing Machine |
01 |
17 |
Impact Tester for Izod & Charpy |
01 |
DETAILS OF MAJOR EXPERIMENTS: -
S.No. |
Experiment List . |
---|---|
1. |
To verify the soundness of cement. |
2. |
To Determine initial and Final Setting time of cement. |
3. |
To determine water for cement paste of normal consistency. |
4. |
To determine Fineness of cement. |
5. |
To determine the compressive strength of cement. |
6. |
To determine specific gravity and water absorption of aggregates. |
7. |
To determine compressive strength of concrete by cube and cylinder test. |
8 |
To determine surface moisture in fine aggregate. |
SOIL MECHANICS LAB
SUBJECT CODE:-
- ETCE-260:-GeoTechnical Lab-I
- ETEN-351:- Materials Testing Lab-I
DETAILS OF MAJOR EQUIPMENTS: -
S.No |
Name of Equipment |
Quantity |
---|---|---|
1. |
Hot air Oven |
01 |
2. |
Electronic Balance of capacity 500gm with sensitivity 0.02gm |
01 |
3. |
Liquid Limit Device Apparatus |
08 |
4. |
Cone Penetration Apparatus |
02 |
5. |
Plastic Limit Apparatus |
04 |
6 |
Shrinkage Limit Apparatus |
02 |
7. |
Standard Test Sieves (with Pan and Covers for each set) as per IS 460 (Part-I) or IS 460 (Part-II) |
1SET |
8. |
Sieve Shaker (Motorised)
|
01(EACH) |
9. |
Grain Size Distribution Apparatus |
02 |
10. |
Proctor penetro meter |
02 |
11. |
Permeability Apparatus |
01 |
12. |
Laboratory California Bearing Ratio (CBR) Apparatus |
01 |
13. |
Direct Shear Apparatus |
01 |
14. |
Laboratory Vane Sheer Test Apparatus |
01 |
15 |
Unconfined Compressive strength Apparatus |
01 |
16 |
Sand Pouring Cylinder Apparatus |
02 |
17 |
Pyecnomete |
10 |
18 |
Density bottle (Borosil) |
04 |
19 |
Consolidation Apparatus |
01 |
20 |
Tri axial Shear Test Apparatus |
01 |
21 |
Pore water pressure Apparatus |
01 |
22 |
Sampling Kit for 38mm diameter Soil Specimen. It shall consists of the following for undisturbed soil samples:-
Jarring Link, small with adapter for sampling tubes. |
01(each) |
24 |
Open drive thin Walled sampler one each |
|
22 |
Sampling Kit for 100mm Sampler |
01 |
23 |
Hydraulic Extruder( Motorized cum Hand Operated) |
01 |
24 |
Soil Trimmer |
01 |
25 |
Constant Volume moulds |
01 02 02 01 |
26 |
Rapid Moisture Meter |
01 |
27 |
Infrared Moisture Meter |
01 |
38 |
Relative Density Apparatus |
01 |
39 |
Soil compaction Apparatus |
01 |
40 |
Constant Volume moulds |
4 |
41 |
Electronic Balance of capacity 500gm with sensitivity 0.02gm |
01 |
42 |
Cone Penetration Apparatus |
01 |
43 |
Standard Test Sieves (with Pan and Covers for each set) as per IS 460 (Part-I) or IS 460 (Part-II) |
1SET |
44 |
Constant temperature bath:- Internal dimensions 600mm X 300mm X 380mm |
03 |
45 |
Grain Size Distribution Apparatus |
01 |
46 |
Relative Density Apparatus |
01 |
LIST OF PRACTICAL:-
S.No. |
Experiment List . |
---|---|
1. |
To determine the moisture content of a soil sample by the oven drying method. |
2. |
To determine the specific gravity of soil particle using a densioty bottle. |
3. |
To determine the particle-size distribution of a soil containing particle ranging from gravel to clay by mechanical analysis Mechanical analysis. |
4. |
To determine the liquid limit of a soil using the casagrande liquid limit Apparatus. |
5. |
To determine the permeability of a soil using the permeameter. To determine the relationship between vertical pressure and void ratio of a soil and also the coefficient of consolidation using the Jodhpur consolidometer. |
6. |
To determine the relation between moisture content and density of soil and to determine the optimum moisture content to give maximum dry density by the standard proctor Test. |
7. |
To determine the dry density of natural of compacted soil in soil sand replacement method. |
8 |
To determine the shear strength parameter of a soil by untrained, direct shear Test. |
TECHNICAL SUPPORTING STAFF:- MR. NAND KISHORE SINGH