Soil Mechanics and Foundation The coefficient of active earth pressure for a loose sand having an angle of internal friction of 30° is 43832 43833 3 1 43832 43833 3 1 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Voids ratio of a soil mass can never be greater than unity take values between 0 and 1 only be zero take any value greater than zero never be greater than unity take values between 0 and 1 only be zero take any value greater than zero ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A normally consolidated clay settled 10 mm when effective stress was increased from 100 kN/m2 to 200 kN/ m2. If the effective stress is further increased from 200 kN/ m2 to 400 kN/ m2, then the settlement of the same clay is None of these 40 mm 20 mm 10 mm None of these 40 mm 20 mm 10 mm ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Quick sand is a flow condition occurring in cohesive soils flow condition occurring in both cohesive and cohesionless soils type of sand flow condition occurring in cohesionless soils flow condition occurring in cohesive soils flow condition occurring in both cohesive and cohesionless soils type of sand flow condition occurring in cohesionless soils ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation In a consolidated drained test on a normally consolidated clay, the volume of the soil sample during shear remains unchanged decreases first increases and then decreases increases remains unchanged decreases first increases and then decreases increases ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Which of the following methods is best suited for determination of permeability of coarse-grained soils ? None of these constant head method falling head method both the above None of these constant head method falling head method both the above ANSWER DOWNLOAD EXAMIANS APP
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