Soil Mechanics and Foundation The total and effective stresses at a depth of 5 m below the top level of water in a swimming pool are respectively zero and zero 0.5 kg/cm² and zero 1.0 kg/cm² and 0.5 kg/cm² 0.5 kg/cm² and 0.5 kg/cm² zero and zero 0.5 kg/cm² and zero 1.0 kg/cm² and 0.5 kg/cm² 0.5 kg/cm² and 0.5 kg/cm² 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 25 mm greater than 25 mm 15 mm between 15 mm and 25 mm 25 mm greater than 25 mm 15 mm ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A fully saturated soil is said to be three phase system two phase system with soil and water two phase system with soil and air one phase system three phase system two phase system with soil and water two phase system with soil and air one phase system ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the degree of saturation of a partially saturated soil is 60%, then air content of the soil is 1 0.8 0.6 0.4 1 0.8 0.6 0.4 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation When the plastic limit of a soil is greater than the liquid limit, then the plasticity index is reported as non-plastic (NP) zero negative 1 non-plastic (NP) zero negative 1 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Skempton’s pore pressure coefficient B for saturated soil is 1 greater than 1 [CS 95] zero between 0 and 1 1 greater than 1 [CS 95] zero between 0 and 1 ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS