Geotechnical Engineering Laboratory
Faculty In charge – Dr. V. B. Deshmukh
Supporting Staff – Mr. Vilas Gaikwad (Lab Instructor)
Mr. Dilip Sawant (Lab Attendant)
Sr. No. | Specialized Equipment Name | Equipment Details |
|---|---|---|
1 | Direct Shear Test | AIMIL Ltd. Naimex house A/8 mhohan, industrial state, Mathura Road, new Delhi - 110044 |
2 | Triaxial Test | AIMIL Ltd. Naimex house A/8 mhohan, industrial state, Mathura Road, new Delhi - 110044 |
3 | Uniaxial Compressive Test | AIMIL Ltd. Naimex house A/8 mhohan, industrial state, Mathura Road, new Delhi - 110044 |
4 | Vane Shear Test | M/S Laxmi sales and agencies 84, Pannalal Nagar, Amravati 444605. |
5 | Constant Head Permeability Test | AIMIL Ltd. Naimex house A/8 mhohan, industrial state, Mathura Road, new Delhi - 110044 |
6 | Falling Head Permeability Test | AIMIL Ltd. Naimex house A/8 mhohan, industrial state, Mathura Road, new Delhi - 110044 |
7 | Sand Replacement Apparatus | M/S Laxmi sales and agencies 84, Pannalal Nagar, Amravati 444605. |
8 | Hot Air Oven | AIC Groups |
9 | Consolidation Apparatus | AIM-116 (Tech test equip A/C) Manufactured by India Private Ltd. Walchand hirachand marg (indent no 5623) |
10 | Standard Proctor Test Apparatus | Material – MS Hammer weight – 2.5 kg |
List of Experiments (UG)
Natural moisture content using Oven Drying method.
Specific gravity of Soil grains
Field Density using Core Cutter method
Field Density using Sand replacement method
Grain size distribution by Sieve Analysis.
Field identification of Fine-Grained soils.
Grain size distribution by Hydrometer Analysis.
Consistency limits by Liquid limit
Consistency limits by Plastic limit
Consistency limits by Shrinkage limit.
Permeability test using Constant Head test method.
Permeability test using Falling Head method
Compaction test: Standard Proctor test.
Compaction test: Modified Proctor test.
Relative density.
Specific gravity of rock
Water absorption of rock samples
Direct Shear Test under UU/CD condition.
Consolidation Test.
Triaxial Test in UU condition.
Unconfined Compression Strength Test.
Soaked California Bearing Ratio.
List of experiments for Advanced Geotechnical Engineering (PG)
Determine shear parameter using Box Shear Test.
Evaluate compressive parameters by consolation test.
Advanced Triaxial Compression test (pore pressure and volume change).
DCPT test according to ASTM.
Unconfined Compression Strength Test.
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