Soil Mechanics and Foundation The ultimate consolidation settlement of a soil is 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 inversely proportional to the compression index directly proportional to the compression index ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Total number of stress components at a point within a soil mass loaded at its boundary is 9 3 6 16 9 3 6 16 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The effect of cohesion on a soil is to increase the active earth pressure in-tensity but to reduce the passive earth pressure intensity [GATE 99] reduce both the active earth pressure intensity and passive earth pressure intensity reduce the active earth pressure in-tensity but to increase the 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 both the active earth pressure intensity and passive earth pressure intensity reduce the active earth pressure in-tensity but to increase the passive earth pressure intensity increase both the active earth pressure intensity and passive earth pressure intensity ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Quick sand is a flow condition occurring in cohesive soils flow condition occurring in cohesionless soils type of sand flow condition occurring in both cohesive and cohesionless soils flow condition occurring in cohesive soils flow condition occurring in cohesionless soils type of sand flow condition occurring in both cohesive and cohesionless soils ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation When the degree of saturation is zero, the soil mass under consideration represents two phase system with soil and air two phase system with soil and water three phase system one phase system two phase system with soil and air two phase system with soil and water three phase system one phase system ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Stoke’s law is valid only if the size of particle is less than 0.0002 mm All of these between 0.2 mm and 0.0002 mm greater than 0.2 mm less than 0.0002 mm All of these between 0.2 mm and 0.0002 mm greater than 0.2 mm ANSWER DOWNLOAD EXAMIANS APP
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