MCQOPTIONS
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| 1. |
The results of a consolidation test on an undisturbed soil, sampled at a depth of 10 m below the ground level are as follows:Saturated unit weight: 16 kN/m3Pre-consolidation pressure: 90 kPaThe water table was encountered at the ground level. Assuming the unit weight of water as 10 kN/m3, the over-consolidation ratio of the soil is |
| A. | 0.67 |
| B. | 1.5 |
| C. | 1.77 |
| D. | 2 |
| Answer» C. 1.77 | |