Soil Mechanics and Foundation Terzaghi’s theory of one dimensional consolidation assumes Deformation of the soil, is entirely due to change in volume Soil is homogeneous and fully saturated All listed here Water and soil particles are incompressible Deformation of the soil, is entirely due to change in volume Soil is homogeneous and fully saturated All listed here Water and soil particles are incompressible ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation In a deposit of normally consolidated clay 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 effective stress, water content and undrained strength decrease with depth 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 25% increases by 50% increases by 33.3% decreases by 33.3% increases by 25% increases by 50% ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Coefficient of permeability of soil does not depend upon temperature increases with the increase in temperature None of these increases with the decrease in temperature does not depend upon temperature increases with the increase in temperature None of these increases with the decrease in temperature ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A cylindrical specimen of saturated soil failed under an axial vertical stress of 100kN/m2 when it was laterally unconfmed. The failure plane was inclined to the horizontal plane at an angle of 45°. The values of cohesion and angle of internal friction for the soil are respectively 0.05 N/mm² and 45° 0.05 N/mm² and 0° 0.5 N/mm² and 30° 0.2 N/mm² and 0° 0.05 N/mm² and 45° 0.05 N/mm² and 0° 0.5 N/mm² and 30° 0.2 N/mm² and 0° 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 may increase The liquid limit of soil always increases The liquid limit of soil always decreases The liquid limit of soil may decrease The liquid limit of soil may increase The liquid limit of soil always increases The liquid limit of soil always decreases The liquid limit of soil may decrease ANSWER DOWNLOAD EXAMIANS APP
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