Soil Mechanics and Foundation Rankine’s theory of earth pressure assumes that the back of the wall is plane and rough plane and smooth vertical and smooth vertical and rough plane and rough plane and smooth vertical and smooth vertical and rough 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 12 months 6 months 24 months 3 months 12 months 6 months 24 months ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Shear strength of a soil is a unique function of None of these 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 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The ratio of volume of voids to the total volume of soil mass is called voids ratio percentage air voids air content porosity voids ratio percentage air voids air content porosity ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Physical properties of a permeant which influence permeability are viscosity only None of these both viscosity and unit weight unit weight only viscosity only None of these both viscosity and unit weight unit weight only ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Toughness index is defined as the ratio of liquidity index to flow index consistency index to liquidity index plasticity index to flow index plasticity index to consistency index liquidity index to flow index consistency index to liquidity index plasticity index to flow index plasticity index to consistency index ANSWER DOWNLOAD EXAMIANS APP
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