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 0.0 and 1.0 1.0 and 0.5 1.0 and 0.0 0.5 and 1.0 0.0 and 1.0 1.0 and 0.5 1.0 and 0.0 0.5 and 1.0 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Unconfmed compressive strength test is drained test consolidated drained test consolidated undrained test undrained test drained test consolidated drained test consolidated undrained test undrained test ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The water content of soil, which represents the boundary between plastic state and liquid state, is known as plasticity index liquid limit shrinkage limit plastic limit plasticity index liquid limit shrinkage limit plastic limit 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 6 months 12 months 3 months 24 months 6 months 12 months 3 months 24 months ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Which of the following methods is more suitable for the determination of permeability of clayey soil ? falling head method None of these constant head method horizontal permeability test falling head method None of these constant head method horizontal permeability test ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Highway Research Board (HRB) classification of soils is based on both particle size composition and plasticity characteristics plasticity characteristics particle size composition None of these both particle size composition and plasticity characteristics plasticity characteristics particle size composition None of these ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS