Soil Mechanics and Foundation The coefficient of active earth pressure for a loose sand having an angle of internal friction of 30° is 43833 3 43832 1 43833 3 43832 1 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the voids of a soil mass are full of air only, the soil is termed as partially saturated soil dehydrated soil dry soil air entrained soil partially saturated soil dehydrated soil dry soil air entrained soil ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Valid range for S, the degree of saturation of soil in percentage is 0 < S < 100 0 ≤ S ≤ 100 S > 0 S < 0 0 < S < 100 0 ≤ S ≤ 100 S > 0 S < 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 3 months 24 months 6 months 12 months 3 months 24 months 6 months 12 months ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the volume of voids is equal to the volume of solids in a soil mass, then the values of porosity and voids ratio respectively are 0.5 and 1.0 1.0 and 0.5 0.0 and 1.0 1.0 and 0.0 0.5 and 1.0 1.0 and 0.5 0.0 and 1.0 1.0 and 0.0 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
EXAMIANS