Soil Mechanics and Foundation Inorganic soils with low compressibility are represented by MH CH ML SL MH CH ML SL ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Direct measurement of permeability of the specimen at any stage of loading can be made None of these only in floating ring type consolido-meter both (A) and (B) only in fixed ring type consolido-meter None of these only in floating ring type consolido-meter both (A) and (B) only in fixed ring type consolido-meter ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A 600 mm square bearing plate settles by 15 mm in plate load test on a cohesionless soil under an intensity of loading of 0.2 N/ram2. The settlement of a prototype shallow footing 1 m square under the same intensity of loading is greater than 25 mm 15 mm 25 mm between 15 mm and 25 mm greater than 25 mm 15 mm 25 mm between 15 mm and 25 mm 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 pore water pressure with time effective stress with depth effective stress with time pore water pressure with depth pore water pressure with time effective stress with depth effective stress with time pore water pressure with depth ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation In a consolidated drained test on a normally consolidated clay, the volume of the soil sample during shear remains unchanged first increases and then decreases increases decreases remains unchanged first increases and then decreases increases decreases ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The clay mineral with the largest swelling and shrinkage characteristics is montmorillonite illite kaolinite None of these montmorillonite illite kaolinite None of these ANSWER DOWNLOAD EXAMIANS APP
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