Soil Mechanics and Foundation If the natural water content of soil mass lies between its liquid limit and plastic limit, the soil mass is said to be in semi-solid state solid state plastic state liquid state semi-solid state solid state plastic state liquid state ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The ultimate consolidation settlement of a soil is directly proportional to the compression index inversely proportional to the compression index None of these directly proportional to the voids ratio directly proportional to the compression index inversely proportional to the compression index None of these directly proportional to the voids ratio ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Time factor for a clay layer is independent of thickness of clay layer inversely proportional to drainage path directly proportional to permeability of soil a dimensional parameter independent of thickness of clay layer inversely proportional to drainage path directly proportional to permeability of soil a dimensional parameter ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation In hydrometer analysis for a soil mass both meniscus correction and dispersing agent correction are additive both meniscus correction and dispersing agent correction are subtractive meniscus correction is additive and dispersing agent correction is subtractive meniscus correction is subtractive and dispersing agent correction is additive both meniscus correction and dispersing agent correction are additive both meniscus correction and dispersing agent correction are subtractive meniscus correction is additive and dispersing agent correction is subtractive meniscus correction is subtractive and dispersing agent correction is additive ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The total and effective stresses at a depth of 5 m below the top level of water in a swimming pool are respectively zero and zero 0.5 kg/cm² and 0.5 kg/cm² 0.5 kg/cm² and zero 1.0 kg/cm² and 0.5 kg/cm² zero and zero 0.5 kg/cm² and 0.5 kg/cm² 0.5 kg/cm² and zero 1.0 kg/cm² and 0.5 kg/cm² 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 25% increases by 50% decreases by 33.3% increases by 33.3% increases by 25% increases by 50% decreases by 33.3% increases by 33.3% ANSWER DOWNLOAD EXAMIANS APP
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