Soil Mechanics and Foundation A soil has a bulk density of 22 kN/m3 and water content 10 %. The dry density of soil is 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 18.6 kN/m3 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The value of compression index for a remoulded sample whose liquid limit is 50% is 0.28 0.036 0.028 036 0.28 0.036 0.028 036 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A normally consolidated clay settled 10 mm when effective stress was increased from 100 kN/m2 to 200 kN/ m2. If the effective stress is further increased from 200 kN/ m2 to 400 kN/ m2, then the settlement of the same clay is 40 mm 10 mm None of these 20 mm 40 mm 10 mm None of these 20 mm ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Dispersed type of soil structure is an arrangement comprising particles having All of these edge to edge orientation face to face or parallel orientation edge to face orientation All of these edge to edge orientation face to face or parallel orientation edge to face orientation 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 between 15 mm and 25 mm greater than 25 mm 25 mm 15 mm between 15 mm and 25 mm greater than 25 mm 25 mm 15 mm ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Uniformity coefficient of a soil is always less than 1 equal to or less than 1 always equal to 1 equal to or gi eater than 1 always less than 1 equal to or less than 1 always equal to 1 equal to or gi eater than 1 ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS