Soil Mechanics and Foundation Stoke’s law is valid only if the size of particle is between 0.2 mm and 0.0002 mm All of these greater than 0.2 mm less than 0.0002 mm between 0.2 mm and 0.0002 mm All of these greater than 0.2 mm less than 0.0002 mm ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Skempton’s pore pressure coefficient B for saturated soil is greater than 1 [CS 95] 1 between 0 and 1 zero greater than 1 [CS 95] 1 between 0 and 1 zero ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The effect of cohesion on a soil is to increase 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 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 increase 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 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 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation In the triaxial compression test, the application of additional axial stress (i.e. deviator stress) on the soil specimen produces shear stress on both horizontal and vertical planes vertical plane only all planes except horizontal and vertical planes horizontal plane only both horizontal and vertical planes vertical plane only all planes except horizontal and vertical planes horizontal plane only ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Rise of water table above the ground surface causes Increase in pore water pressure but decrease in total stress Equal decrease in pore water pressure and total stress Equal increase in pore water pressure and total stress Decrease in pore water pressure but increase in total stress Increase in pore water pressure but decrease in total stress Equal decrease in pore water pressure and total stress Equal increase in pore water pressure and total stress Decrease in pore water pressure but increase in total stress ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A normally consolidated clay settled 10 mm when effective stress was increased from 100 kN/m2 to 200 kN/ m2. If the effective stress is further increased from 200 kN/ m2 to 400 kN/ m2, then the settlement of the same clay is 40 mm 10 mm None of these 20 mm 40 mm 10 mm None of these 20 mm ANSWER DOWNLOAD EXAMIANS APP
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