Soil Mechanics and Foundation The average coefficient of permeability of natural deposits Parallel to stratification is always less than that perpendicular to stratification Parallel to stratification is always greater than that perpendicular to stratification Parallel to stratification may or may not be greater than that perpendicular to stratification Is always same in both directions Parallel to stratification is always less than that perpendicular to stratification Parallel to stratification is always greater than that perpendicular to stratification Parallel to stratification may or may not be greater than that perpendicular to stratification Is always same in both directions ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Direct measurement of permeability of the specimen at any stage of loading can be made both (A) and (B) None of these only in floating ring type consolido-meter only in fixed ring type consolido-meter both (A) and (B) None of these only in floating ring type consolido-meter only in fixed ring type consolido-meter 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 time pore water pressure with time pore water pressure with depth effective stress with depth effective stress with time pore water pressure with time pore water pressure with depth effective stress with depth ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the permeability of a soil is 0.8 mm/sec, the type of soil is gravel clay sand silt gravel clay sand silt ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The ultimate consolidation settlement of a soil is None of these directly proportional to the compression index inversely proportional to the compression index directly proportional to the voids ratio None of these directly proportional to the compression index inversely proportional to the compression index directly proportional to the voids ratio ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation In the plate loading test for determining the bearing capacity of soil, the size of square bearing plate should be greater than 1 m less than 300 mm between 750 mm and 1 m between 300 mm and 750 mm greater than 1 m less than 300 mm between 750 mm and 1 m between 300 mm and 750 mm ANSWER DOWNLOAD EXAMIANS APP
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