Soil Mechanics and Foundation Coefficient of consolidation of a soil is affected by compressibility None of these both compressibility and permeability permeability compressibility None of these both compressibility and permeability permeability ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The value of compression index for a remoulded sample whose liquid limit is 50% is 0.28 036 0.028 0.036 0.28 036 0.028 0.036 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Valid range for n, the percentage voids, is 0 ≤ n ≤ 100 n > 0 0 < n < 100 n < 0 0 ≤ n ≤ 100 n > 0 0 < n < 100 n < 0 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 12 months 6 months 3 months 24 months 12 months 6 months 3 months 24 months ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Water content of soil can never be greater than 100 % be greater than 100 % take values only from 0 % to 100 % be less than 0 % never be greater than 100 % be greater than 100 % take values only from 0 % to 100 % be less than 0 % ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The ratio of volume of voids to the total volume of soil mass is called porosity voids ratio air content percentage air voids porosity voids ratio air content percentage air voids ANSWER DOWNLOAD EXAMIANS APP
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