Soil Mechanics and Foundation The admixture of coarser particles like sand or silt to clay causes decrease in both liquid limit and plasticity index decrease in liquid limit and no change in plasticity index decrease in liquid limit and increase in plasticity index increase in both liquid limit and plasticity index decrease in both liquid limit and plasticity index decrease in liquid limit and no change in plasticity index decrease in liquid limit and increase in plasticity index increase in both liquid limit and plasticity index ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the water table rises upto ground surface, then the effective stress is reduced due to decrease in total stress only but pore water pressure does not change total stress is reduced due to increase in pore water pressure only but effective stress does not change effective stress is reduced due to increase in pore water pressure only but total stress does not change total stress is increased due to decrease in pore water pressure but effective stress does not change effective stress is reduced due to decrease in total stress only but pore water pressure does not change total stress is reduced due to increase in pore water pressure only but effective stress does not change effective stress is reduced due to increase in pore water pressure only but total stress does not change total stress is increased due to decrease in pore water pressure but effective stress does not change ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation In hydrometer analysis for a soil mass meniscus correction is subtractive and dispersing agent correction is additive both meniscus correction and dispersing agent correction are additive meniscus correction is additive and dispersing agent correction is subtractive both meniscus correction and dispersing agent correction are subtractive meniscus correction is subtractive and dispersing agent correction is additive both meniscus correction and dispersing agent correction are additive meniscus correction is additive and dispersing agent correction is subtractive both meniscus correction and dispersing agent correction are subtractive ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Rise of water table in cohesionless soils upto ground surface reduces the net ultimate bearing capacity approximately by 30% 20% 50% 40% 30% 20% 50% 40% 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 the active earth pressure in-tensity but to reduce the passive earth pressure intensity [GATE 99] 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 reduce 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] increase both the active earth pressure intensity and passive earth pressure intensity ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A 300 mm square bearing plate settles by 15 mm in a plate load test on a cohesive soil when the intensity of loading is 0.2 N/mm². The settlement of a prototype shallow footing 1 m square under the same intensity of loading is 167 mm 50 mm 15 mm 30 mm 167 mm 50 mm 15 mm 30 mm ANSWER DOWNLOAD EXAMIANS APP
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