Soil Mechanics and Foundation The value of compression index for a remoulded sample whose liquid limit is 50% is 0.028 0.28 036 0.036 0.028 0.28 036 0.036 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the shearing stress is zero on two planes, then the angle between the two planes is 90° 135° 225° 45° 90° 135° 225° 45° ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Shear strength of a soil is a unique function of both effective stress and total stress effective stress only total stress only None of these both effective stress and total stress effective stress only total stress only None of these ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Due to a rise in temperature, the viscosity and the unit weight of the percolating fluid are reduced to 60% and 90% respectively. If other things remain constant, the coefficient of permeability increases by 33.3% decreases by 33.3% increases by 50% increases by 25% increases by 33.3% decreases by 33.3% increases by 50% increases by 25% ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Contact pressure beneath a rigid footing resting on cohesive soil is uniform throughout more at edges compared to middle less at edges compared to middle None of these uniform throughout more at edges compared to middle less at edges compared to middle None of these ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Coefficient of permeability of soil does not depend upon temperature increases with the decrease in temperature increases with the increase in temperature None of these does not depend upon temperature increases with the decrease in temperature increases with the increase in temperature None of these ANSWER DOWNLOAD EXAMIANS APP
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