Soil Mechanics and Foundation Physical properties of a permeant which influence permeability are None of these unit weight only both viscosity and unit weight viscosity only None of these unit weight only both viscosity and unit weight viscosity only ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the plasticity index of a soil mass is zero, the soil is clay sand clayey silt silt clay sand clayey silt silt ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Sensitivity of a soil can be defined as None of these ratio of volume of voids to volume of solids ratio of compressive strength of unconfined undisturbed soil to that of soil in a remoulded state percentage of volume change of soil under saturated condition None of these ratio of volume of voids to volume of solids ratio of compressive strength of unconfined undisturbed soil to that of soil in a remoulded state percentage of volume change of soil under saturated condition ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Degree of consolidation is directly proportional to drainage path and inversely proportional to time directly proportional to time and inversely proportional to drainage path directly proportional to square of drainage path and inversely proportional to time directly proportional to time and inversely proportional to square of drainage path directly proportional to drainage path and inversely proportional to time directly proportional to time and inversely proportional to drainage path directly proportional to square of drainage path and inversely proportional to time directly proportional to time and inversely proportional to square of drainage path ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Coefficient of permeability of soil increases with the increase in temperature does not depend upon temperature None of these increases with the decrease in temperature increases with the increase in temperature does not depend upon temperature None of these increases with the decrease in temperature ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Direct measurement of permeability of the specimen at any stage of loading can be made only in fixed ring type consolido-meter only in floating ring type consolido-meter both (A) and (B) None of these only in fixed ring type consolido-meter only in floating ring type consolido-meter both (A) and (B) None of these ANSWER DOWNLOAD EXAMIANS APP
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