Soil Mechanics and Foundation Coefficient of consolidation of a soil is affected by both compressibility and permeability None of these compressibility permeability both compressibility and permeability None of these compressibility permeability 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 greater than both the active earth pressure and passive earth pressure less than active earth pressure but greater than passive earth pressure less than both the active and passive earth pressures greater than active earth pressure but less than passive earth pressure greater than both the active earth pressure and passive earth pressure less than active earth pressure but greater than passive earth pressure less than both the active and passive earth pressures ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the volume of voids is equal to the volume of solids in a soil mass, then the values of porosity and voids ratio respectively are 1.0 and 0.0 0.0 and 1.0 0.5 and 1.0 1.0 and 0.5 1.0 and 0.0 0.0 and 1.0 0.5 and 1.0 1.0 and 0.5 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Constant head permeameter is used to test permeability of fine sand coarse sand clay silt fine sand coarse sand clay silt ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation In hydrometer analysis for a soil mass meniscus correction is subtractive and dispersing agent correction is additive both meniscus correction and dispersing agent correction are additive both meniscus correction and dispersing agent correction are subtractive meniscus correction is additive and dispersing agent correction is subtractive meniscus correction is subtractive and dispersing agent correction is additive both meniscus correction and dispersing agent correction are additive both meniscus correction and dispersing agent correction are subtractive meniscus correction is additive and dispersing agent correction is subtractive ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The most suitable method for drainage of fine grained cohesive soils is well ppint system vacuum method deep well system electroosmosis method well ppint system vacuum method deep well system electroosmosis method ANSWER DOWNLOAD EXAMIANS APP
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