Soil Mechanics and Foundation If the voids of a soil mass are full of air only, the soil is termed as dehydrated soil dry soil air entrained soil partially saturated soil dehydrated soil dry soil air entrained soil partially saturated soil ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Physical properties of a permeant which influence permeability are both viscosity and unit weight None of these viscosity only unit weight only both viscosity and unit weight None of these viscosity only unit weight only ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A 300 mm square bearing plate settles by 15 mm in a plate load test on a cohesive soil when the intensity of loading is 0.2 N/mm². The settlement of a prototype shallow footing 1 m square under the same intensity of loading is 15 mm 167 mm 30 mm 50 mm 15 mm 167 mm 30 mm 50 mm ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Sensitivity of a soil can be defined as None of these ratio of compressive strength of unconfined undisturbed soil to that of soil in a remoulded state ratio of volume of voids to volume of solids percentage of volume change of soil under saturated condition None of these ratio of compressive strength of unconfined undisturbed soil to that of soil in a remoulded state ratio of volume of voids to volume of solids percentage of volume change of soil under saturated condition ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the water content of a fully saturated soil mass is 100%, then the voids ratio of the sample is less than specific gravity of soil independent of specific gravity of soil equal to specific gravity of soil greater than specific gravity of soil less than specific gravity of soil independent of specific gravity of soil equal to specific gravity of soil greater than specific gravity of 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 9 16 6 3 9 16 6 3 ANSWER DOWNLOAD EXAMIANS APP
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