Soil Mechanics and Foundation Coefficient of consolidation for clays normally decreases with increase in liquid limit first increases and then decreases with increase in liquid limit increases with increase in liquid limit remains constant at all liquid limits decreases with increase in liquid limit first increases and then decreases with increase in liquid limit increases with increase in liquid limit remains constant at all liquid limits ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Time factor for a clay layer is independent of thickness of clay layer a dimensional parameter inversely proportional to drainage path directly proportional to permeability of soil independent of thickness of clay layer a dimensional parameter inversely proportional to drainage path directly proportional to permeability of soil ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Effective stress on soil Increases voids ratio and decreases permeability Increases both voids ratio and permeability Decreases both voids ratio and permeability Decreases voids ratio and increases permeability Increases voids ratio and decreases permeability Increases both voids ratio and permeability Decreases both voids ratio and permeability Decreases voids ratio and increases permeability ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Residual soils are formed by water wind glaciers None of these water wind glaciers None of these ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The total discharge from two wells situated near to each other is equal to larger of the two discharges from individual wells greater than the sum of the discharges from individual wells sum of the discharges from individual wells less than the sum of the discharges from individual wells equal to larger of the two discharges from individual wells greater than the sum of the discharges from individual wells sum of the discharges from individual wells less than the sum of the discharges from individual wells ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The ratio of volume of voids to the total volume of soil mass is called percentage air voids air content voids ratio porosity percentage air voids air content voids ratio porosity ANSWER DOWNLOAD EXAMIANS APP
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