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 -0.5 2 0.5 -2 -0.5 2 0.5 -2 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the voids of a soil mass are full of air only, the soil is termed as partially saturated soil dry soil dehydrated soil air entrained soil partially saturated soil dry soil dehydrated soil air entrained soil 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 16 6 3 9 16 6 3 9 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If a cohesive soil specimen is subjected to a vertical compressive load, the inclination of the cracks to the horizontal is 45° 90° 22.5° 0° 45° 90° 22.5° 0° ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Due to a rise in temperature, the viscosity and the unit weight of the percolating fluid are reduced to 60% and 90% respectively. If other things remain constant, the coefficient of permeability decreases by 33.3% increases by 50% increases by 33.3% increases by 25% decreases by 33.3% increases by 50% increases by 33.3% increases by 25% ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation When the plastic limit of a soil is greater than the liquid limit, then the plasticity index is reported as non-plastic (NP) 1 zero negative non-plastic (NP) 1 zero negative ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS