Soil Mechanics and Foundation A tri-axial shear test is preferred to direct shear test, because None of these It can be performed under all three drainage conditions with complete control Precise measurement of pore pressure and change in volume during test, is not possible Stress distribution on the failure plane, is non uniform None of these It can be performed under all three drainage conditions with complete control Precise measurement of pore pressure and change in volume during test, is not possible Stress distribution on the failure plane, is non uniform ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Rise of water table above the ground surface causes 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 Increase in pore water pressure but decrease in total stress ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation In a deposit of normally consolidated clay effective stress and water content increase with depth but undrained strength decreases with depth effective stress, water content and undrained strength decrease with depth effective stress and undrained strength increase with depth but water content decreases with depth effective stress increases with depth but water content of soil and un-drained strength decrease with depth effective stress and water content increase with depth but undrained strength decreases with depth effective stress, water content and undrained strength decrease with depth effective stress and undrained strength increase with depth but water content decreases with depth effective stress increases with depth but water content of soil and un-drained strength decrease with depth ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The hydrometer method of sedimentation analysis differs from the pipette analysis mainly in the method of preparation of soil suspension All of these the principle of test the method of taking observations the method of preparation of soil suspension All of these the principle of test the method of taking observations ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Toughness index is defined as the ratio of liquidity index to flow index plasticity index to consistency index consistency index to liquidity index plasticity index to flow index liquidity index to flow index plasticity index to consistency index consistency index to liquidity index plasticity index to flow index ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the sand in-situ is in its densest state, then the relative density of sand is greater than 1 zero 1 between 0 and 1 greater than 1 zero 1 between 0 and 1 ANSWER DOWNLOAD EXAMIANS APP
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