Soil Mechanics and Foundation The ultimate consolidation settlement of a soil is directly proportional to the compression index None of these inversely proportional to the compression index directly proportional to the voids ratio directly proportional to the compression index None of these inversely proportional to the compression index directly proportional to the voids ratio ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Shear strength of a soil is a unique function of total stress only effective stress only None of these both effective stress and total stress total stress only effective stress only None of these both effective stress and total stress ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the permeability of a soil is 0.8 mm/sec, the type of soil is silt gravel clay sand silt gravel clay sand ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Select the correct range of density index,1D 0 < 1D < 1 0 ≤ 1D ≤ 1 ID > 0 1D > 0 0 < 1D < 1 0 ≤ 1D ≤ 1 ID > 0 1D > 0 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Time factor for a clay layer is a dimensional parameter inversely proportional to drainage path independent of thickness of clay layer directly proportional to permeability of soil a dimensional parameter inversely proportional to drainage path independent of thickness of clay layer directly proportional to permeability of soil ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Sensitivity of a soil can be defined as 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 None of these ANSWER DOWNLOAD EXAMIANS APP
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