Soil Mechanics and Foundation Coefficient of permeability of soil None of these increases with the decrease in temperature increases with the increase in temperature does not depend upon temperature None of these increases with the decrease in temperature increases with the increase in temperature does not depend upon temperature ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Terzaghi’s bearing capacity factors Nc, Nq and Nr are functions of cohesion only angle of internal friction only both cohesion and angle of internal friction both cohesion and angle of internal friction cohesion only angle of internal friction only both cohesion and angle of internal friction both cohesion and angle of internal friction 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 shrinkage limit plastic limit plasticity index liquid limit shrinkage limit plastic limit plasticity index liquid limit 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 plasticity index to flow index consistency index to liquidity index liquidity index to flow index plasticity index to consistency index plasticity index to flow index consistency index to liquidity index ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation In a deposit of normally consolidated clay effective stress, water content and undrained strength decrease 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 and undrained strength increase with depth but water content decreases with depth effective stress, water content and undrained strength decrease 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 and undrained strength increase with depth but water content decreases with depth 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 50% 30% 40% 20% 50% 30% 40% 20% ANSWER DOWNLOAD EXAMIANS APP
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