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 1.0 kg/cm² and 0.5 kg/cm² 0.5 kg/cm² and zero zero and zero 0.5 kg/cm² and 0.5 kg/cm² 1.0 kg/cm² and 0.5 kg/cm² 0.5 kg/cm² and zero zero and zero 0.5 kg/cm² and 0.5 kg/cm² ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Coefficient of earth pressure at rest is less than both the active and passive earth pressures less than active earth pressure but greater than passive earth pressure greater than active earth pressure but less than passive earth pressure greater than both the active earth pressure and passive earth pressure less than both the active and passive earth pressures less than active earth pressure but greater than passive earth pressure greater than active earth pressure but less than passive earth pressure greater than both the active earth pressure and passive earth pressure 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 between 750 mm and 1 m less than 300 mm greater than 1 m between 300 mm and 750 mm between 750 mm and 1 m less than 300 mm greater than 1 m ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The most suitable method for drainage of fine grained cohesive soils is well ppint system deep well system vacuum method electroosmosis method well ppint system deep well system vacuum method electroosmosis method ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The total discharge from two wells situated near to each other is less than the sum of the discharges from individual wells equal to larger of the two discharges from individual wells sum of the discharges from individual wells greater than the sum of the discharges from individual wells less than the sum of the discharges from individual wells equal to larger of the two discharges from individual wells sum of the discharges from individual wells greater than the sum of the discharges from individual wells ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Valid range for S, the degree of saturation of soil in percentage is 0 ≤ S ≤ 100 0 < S < 100 S > 0 S < 0 0 ≤ S ≤ 100 0 < S < 100 S > 0 S < 0 ANSWER DOWNLOAD EXAMIANS APP
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