Soil Mechanics and Foundation Coefficient of consolidation of a soil is affected by permeability compressibility None of these both compressibility and permeability permeability compressibility None of these both compressibility and permeability ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Direct measurement of permeability of the specimen at any stage of loading can be made None of these only in fixed ring type consolido-meter only in floating ring type consolido-meter both (A) and (B) None of these only in fixed ring type consolido-meter only in floating ring type consolido-meter both (A) and (B) 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 If the degree of saturation of a partially saturated soil is 60%, then air content of the soil is 1 0.6 0.4 0.8 1 0.6 0.4 0.8 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 10 mm 40 mm 20 mm None of these 10 mm 40 mm 20 mm None of these ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation In a deposit of normally consolidated clay effective stress, water content and undrained strength decrease with depth effective stress increases with depth but water content of soil and un-drained strength decrease with depth effective stress and undrained strength increase with depth but water content decreases with depth effective stress and water content increase with depth but undrained strength decreases with depth effective stress, water content and undrained strength decrease with depth effective stress increases with depth but water content of soil and un-drained strength decrease with depth effective stress and undrained strength increase with depth but water content decreases with depth effective stress and water content increase with depth but undrained strength decreases with depth ANSWER DOWNLOAD EXAMIANS APP
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