GATE Civil Engineering (CE) 2016 Shift 2 Solved Paper
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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/m3
Pre-consolidation pressure: 90 kPa
The 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
Saturated unit weight: 16 kN/m3
Pre-consolidation pressure: 90 kPa
The 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
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