Soil Mechanics and Foundation Inorganic soils with low compressibility are represented by CH SL MH ML CH SL MH ML 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 decreases by 33.3% increases by 33.3% increases by 50% increases by 25% decreases by 33.3% increases by 33.3% increases by 50% increases by 25% ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Clay layer A with single drainage and coefficient of consolidation Cv takes 6 months to achieve 50% consolidation. The time taken by clay layer B of the same thickness with double drainage and coefficient of consolidation Cv/2 to achieve the same degree of consolidation is 3 months 24 months 12 months 6 months 3 months 24 months 12 months 6 months ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Coefficient of permeability of soil does not depend upon temperature None of these increases with the increase in temperature increases with the decrease in temperature does not depend upon temperature None of these increases with the increase in temperature increases with the decrease in temperature ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Toughness index is defined as the ratio of 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 liquidity index to flow index ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Relative density of a compacted dense sand is approximately equal to 0.4 0.95 1.2 0.6 0.4 0.95 1.2 0.6 ANSWER DOWNLOAD EXAMIANS APP
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