Soil Mechanics and Foundation If the plasticity index of a soil mass is zero, the soil is sand clay clayey silt silt sand clay clayey silt silt ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Which of the following methods is more suitable for the determination of permeability of clayey soil ? horizontal permeability test falling head method None of these constant head method horizontal permeability test falling head method None of these constant head method ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation During the first stage of triaxial test when the cell pressure is increased from 0.10 N/mm² to 0.26 N/mm², the pore water pressure increases from 0.07 N/mm² to 0.15 “N/mm². Skempton’s pore pressure parameter B is 2 0.5 -0.5 -2 2 0.5 -0.5 -2 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 0.4 0.8 1 0.6 0.4 0.8 1 0.6 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Rankine’s theory of earth pressure assumes that the back of the wall is vertical and rough vertical and smooth plane and rough plane and smooth vertical and rough vertical and smooth plane and rough plane and smooth 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
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