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
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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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