Soil Mechanics and Foundation When the plastic limit of a soil is greater than the liquid limit, then the plasticity index is reported as negative 1 non-plastic (NP) zero negative 1 non-plastic (NP) zero 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 90° 22.5° 45° 0° 90° 22.5° 45° 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 0.4 0.6 0.8 1 0.4 0.6 0.8 1 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The admixture of coarser particles like sand or silt to clay causes decrease in both liquid limit and plasticity index decrease in liquid limit and increase in plasticity index increase in both liquid limit and plasticity index decrease in liquid limit and no change in plasticity index decrease in both liquid limit and plasticity index decrease in liquid limit and increase in plasticity index increase in both liquid limit and plasticity index decrease in liquid limit and no change in plasticity index ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Physical properties of a permeant which influence permeability are both viscosity and unit weight viscosity only None of these unit weight only both viscosity and unit weight viscosity only None of these unit weight only ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Time factor for a clay layer is independent of thickness of clay layer inversely proportional to drainage path directly proportional to permeability of soil a dimensional parameter independent of thickness of clay layer inversely proportional to drainage path directly proportional to permeability of soil a dimensional parameter ANSWER DOWNLOAD EXAMIANS APP
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