Soil Mechanics and Foundation Coefficient of consolidation of a soil is affected by permeability compressibility both compressibility and permeability None of these permeability compressibility both compressibility and permeability None of these ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Shear strength of a soil is a unique function of both effective stress and total stress total stress only effective stress only None of these both effective stress and total stress total stress only effective stress only None of these ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the material of the base of the Casagrande liquid limit device on which the cup containing soil paste drops is softer than the standard hard rubber, then The liquid limit of soil always increases The liquid limit of soil may increase The liquid limit of soil may decrease The liquid limit of soil always decreases The liquid limit of soil always increases The liquid limit of soil may increase The liquid limit of soil may decrease The liquid limit of soil always decreases ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Contact pressure beneath a rigid footing resting on cohesive soil is less at edges compared to middle more at edges compared to middle uniform throughout None of these less at edges compared to middle more at edges compared to middle uniform throughout None of these ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation When the degree of saturation is zero, the soil mass under consideration represents one phase system two phase system with soil and air three phase system two phase system with soil and water one phase system two phase system with soil and air three phase system two phase system with soil and water ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The value of compression index for a remoulded sample whose liquid limit is 50% is 0.028 036 0.28 0.036 0.028 036 0.28 0.036 ANSWER DOWNLOAD EXAMIANS APP
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