Soil Mechanics and Foundation The value of compression index for a remoulded sample whose liquid limit is 50% is 0.036 0.028 036 0.28 0.036 0.028 036 0.28 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The ultimate consolidation settlement of a soil is inversely proportional to the compression index directly proportional to the compression index None of these directly proportional to the voids ratio inversely proportional to the compression index directly proportional to the compression index None of these directly proportional to the voids ratio ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The effect of cohesion on a soil is to reduce the active earth pressure in-tensity but to increase the passive earth pressure intensity reduce both the active earth pressure intensity and passive earth pressure intensity increase both the active earth pressure intensity and passive earth pressure intensity increase the active earth pressure in-tensity but to reduce the passive earth pressure intensity [GATE 99] reduce the active earth pressure in-tensity but to increase the passive earth pressure intensity reduce both the active earth pressure intensity and passive earth pressure intensity increase both the active earth pressure intensity and passive earth pressure intensity increase the active earth pressure in-tensity but to reduce the passive earth pressure intensity [GATE 99] ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The water content of soil, which represents the boundary between plastic state and liquid state, is known as liquid limit plastic limit plasticity index shrinkage limit liquid limit plastic limit plasticity index shrinkage limit ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the water content of a fully saturated soil mass is 100%, then the voids ratio of the sample is less than specific gravity of soil independent of specific gravity of soil equal to specific gravity of soil greater than specific gravity of soil less than specific gravity of soil independent of specific gravity of soil equal to specific gravity of soil greater than specific gravity of soil ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Clay layer A with single drainage and coefficient of consolidation Cv takes 6 months to achieve 50% consolidation. The time taken by clay layer B of the same thickness with double drainage and coefficient of consolidation Cv/2 to achieve the same degree of consolidation is 24 months 12 months 6 months 3 months 24 months 12 months 6 months 3 months ANSWER DOWNLOAD EXAMIANS APP
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