Soil Mechanics and Foundation If the natural water content of soil mass lies between its liquid limit and plastic limit, the soil mass is said to be in plastic state solid state semi-solid state liquid state plastic state solid state semi-solid state liquid state 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
Soil Mechanics and Foundation The slope of isochrone at any point at a given time indicates the rate of change of effective stress with depth pore water pressure with time pore water pressure with depth effective stress with time effective stress with depth pore water pressure with time pore water pressure with depth effective stress with time 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 independent of specific gravity of soil greater than specific gravity of soil equal to specific gravity of soil less than specific gravity of soil independent of specific gravity of soil greater than specific gravity of soil equal to specific gravity of soil less than specific gravity of soil ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Residual soils are formed by None of these water wind glaciers None of these water wind glaciers ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Coefficient of compressibility is different for different types of soils but same for a soil under different states of consolidation constant for any type of soil different for different types of soils and also different for a soil under different states of consolidation independent of type of soil but depends on the stress history of soil different for different types of soils but same for a soil under different states of consolidation constant for any type of soil different for different types of soils and also different for a soil under different states of consolidation independent of type of soil but depends on the stress history of soil ANSWER DOWNLOAD EXAMIANS APP
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