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 0.5 kg/cm² and zero zero and zero 1.0 kg/cm² and 0.5 kg/cm² 0.5 kg/cm² and 0.5 kg/cm² 0.5 kg/cm² and zero zero 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 Clay layer A with single drainage and coefficient of consolidation Cv takes 6 months to achieve 50% consolidation. The time taken by clay layer B of the same thickness with double drainage and coefficient of consolidation Cv/2 to achieve the same degree of consolidation is 12 months 6 months 24 months 3 months 12 months 6 months 24 months 3 months ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation In the triaxial compression test, the application of additional axial stress (i.e. deviator stress) on the soil specimen produces shear stress on both horizontal and vertical planes vertical plane only all planes except horizontal and vertical planes horizontal plane only both horizontal and vertical planes vertical plane only all planes except horizontal and vertical planes horizontal plane only 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 0.8 0.6 1 0.4 0.8 0.6 1 0.4 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Coefficient of earth pressure at rest is greater than active earth pressure but less than 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 both the active earth pressure and passive earth pressure greater than active earth pressure but less than 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 both the active earth pressure and passive earth pressure ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Which of the following methods is more suitable for the determination of permeability of clayey soil ? None of these falling head method horizontal permeability test constant head method None of these falling head method horizontal permeability test constant head method ANSWER DOWNLOAD EXAMIANS APP
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