Soil Mechanics and Foundation The value of compression index for a remoulded sample whose liquid limit is 50% is 036 0.036 0.28 0.028 036 0.036 0.28 0.028 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Terzaghi’s theory of one dimensional consolidation assumes Water and soil particles are incompressible Soil is homogeneous and fully saturated Deformation of the soil, is entirely due to change in volume All listed here Water and soil particles are incompressible Soil is homogeneous and fully saturated Deformation of the soil, is entirely due to change in volume All listed here ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Which of the following methods is most accurate for the determination of the water content of soil ? sand bath method pycnometer method oven drying method calcium carbide method sand bath method pycnometer method oven drying method calcium carbide method 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 20% 40% 30% 50% 20% 40% 30% 50% 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 -2 0.5 2 -0.5 -2 0.5 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Total number of stress components at a point within a soil mass loaded at its boundary is 6 3 9 16 6 3 9 16 ANSWER DOWNLOAD EXAMIANS APP
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