Soil Mechanics and Foundation The coefficient of active earth pressure for a loose sand having an angle of internal friction of 30° is 1 43833 3 43832 1 43833 3 43832 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 25 mm 15 mm between 15 mm and 25 mm greater than 25 mm 25 mm 15 mm between 15 mm and 25 mm 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 between 300 mm and 750 mm less than 300 mm greater than 1 m between 750 mm and 1 m between 300 mm and 750 mm less than 300 mm greater than 1 m between 750 mm and 1 m ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Due to a rise in temperature, the viscosity and the unit weight of the percolating fluid are reduced to 60% and 90% respectively. If other things remain constant, the coefficient of permeability decreases by 33.3% increases by 25% increases by 50% increases by 33.3% decreases by 33.3% increases by 25% increases by 50% increases by 33.3% ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A soil has a bulk density of 22 kN/m3 and water content 10 %. The dry density of soil is 18.6 kN/m3 22.0 kN/m3 20.0 kN/m3 23.2 kN/m3 18.6 kN/m3 22.0 kN/m3 20.0 kN/m3 23.2 kN/m3 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 time pore water pressure with depth effective stress with depth pore water pressure with time effective stress with time pore water pressure with depth effective stress with depth ANSWER DOWNLOAD EXAMIANS APP
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