Soil Mechanics and Foundation Constant head permeameter is used to test permeability of coarse sand fine sand silt clay coarse sand fine sand silt clay 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 24 months 6 months 3 months 12 months 24 months 6 months 3 months 12 months ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation During the first stage of triaxial test when the cell pressure is increased from 0.10 N/mm² to 0.26 N/mm², the pore water pressure increases from 0.07 N/mm² to 0.15 “N/mm². Skempton’s pore pressure parameter B is 0.5 2 -0.5 -2 0.5 2 -0.5 -2 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Physical properties of a permeant which influence permeability are viscosity only None of these both viscosity and unit weight unit weight only viscosity only None of these both viscosity and unit weight unit weight only ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Contact pressure beneath a rigid footing resting on cohesive soil is more at edges compared to middle uniform throughout None of these less at edges compared to middle more at edges compared to middle uniform throughout None of these less at edges compared to middle ANSWER DOWNLOAD EXAMIANS APP
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 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 1.0 kg/cm² and 0.5 kg/cm² 0.5 kg/cm² and zero zero and zero ANSWER DOWNLOAD EXAMIANS APP
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