| Name |
Mr. OMENDRA PAL SINGH Technical Assistant Department of Civil Engineering |
| Email ID | omendraps@nitj.ac.in |
| Mobile No. | 9718746306 |
GEOTECHNICAL ENGINEERING LABORATORY
For Internal Users only
The test results can be used for calculating the settlement of foundations built on clayey/fine grained soil. Following data can be obtained from the experiments are:
(a) Sq. Root Time vs Deformation Readings and gives the value of t90.
(b) Void Ratio vs Effective Stress.
(c) Consolidation co-efficients viz., Cc, av, mv, Cv, Cs can be determined.
(d) Pre-Consolidation Pressure for the Soil.
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