Soil Mechanics and Foundation Coefficient of consolidation of a soil is affected by None of these permeability both compressibility and permeability compressibility None of these permeability both compressibility and permeability compressibility 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 20 mm 40 mm 10 mm None of these 20 mm 40 mm 10 mm ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Water content of soil can take values only from 0 % to 100 % never be greater than 100 % be less than 0 % be greater than 100 % take values only from 0 % to 100 % never be greater than 100 % be less than 0 % be greater than 100 % ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Select the correct range of density index,1D 1D > 0 0 ≤ 1D ≤ 1 ID > 0 0 < 1D < 1 1D > 0 0 ≤ 1D ≤ 1 ID > 0 0 < 1D < 1 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Rise of water table in cohesionless soils upto ground surface reduces the net ultimate bearing capacity approximately by 30% 40% 50% 20% 30% 40% 50% 20% ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Degree of consolidation is directly proportional to square of drainage path and inversely proportional to time directly proportional to drainage path and inversely proportional to time directly proportional to time and inversely proportional to drainage path directly proportional to time and inversely proportional to square of drainage path directly proportional to square of drainage path and inversely proportional to time directly proportional to drainage path and inversely proportional to time directly proportional to time and inversely proportional to drainage path directly proportional to time and inversely proportional to square of drainage path ANSWER DOWNLOAD EXAMIANS APP
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