Soil Mechanics and Foundation The most suitable method for drainage of fine grained cohesive soils is electroosmosis method well ppint system vacuum method deep well system electroosmosis method well ppint system vacuum method deep well system 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 24 months 12 months 3 months 6 months 24 months 12 months 3 months 6 months ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Which of the following methods is best suited for determination of permeability of coarse-grained soils ? falling head method both the above None of these constant head method falling head method both the above None of these constant head method ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The angle that Coulomb’s failure envelope makes with the horizontal is called None of these angle of repose angle of internal friction cohesion None of these angle of repose angle of internal friction cohesion ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Quick sand is a flow condition occurring in cohesive soils flow condition occurring in cohesionless soils flow condition occurring in both cohesive and cohesionless soils type of sand flow condition occurring in cohesive soils flow condition occurring in cohesionless soils flow condition occurring in both cohesive and cohesionless soils type of sand ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Coefficient of consolidation for clays normally first increases and then decreases with increase in liquid limit increases with increase in liquid limit remains constant at all liquid limits decreases with increase in liquid limit first increases and then decreases with increase in liquid limit increases with increase in liquid limit remains constant at all liquid limits decreases with increase in liquid limit ANSWER DOWNLOAD EXAMIANS APP
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