Soil Mechanics and Foundation Coefficient of consolidation of a soil is affected by both compressibility and permeability permeability None of these compressibility both compressibility and permeability permeability None of these compressibility ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation In a deposit of normally consolidated clay effective stress and water content increase with depth but undrained strength decreases with depth effective stress and undrained strength increase with depth but water content decreases with depth effective stress, water content and undrained strength decrease with depth effective stress increases with depth but water content of soil and un-drained strength decrease with depth effective stress and water content increase with depth but undrained strength decreases with depth effective stress and undrained strength increase with depth but water content decreases with depth effective stress, water content and undrained strength decrease with depth effective stress increases with depth but water content of soil and un-drained strength decrease with depth ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The slope of isochrone at any point at a given time indicates the rate of change of effective stress with depth pore water pressure with time pore water pressure with depth effective stress with time effective stress with depth pore water pressure with time pore water pressure with depth effective stress with time ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation For better strength and stability, the fine grained soils and coarse grained soils are compacted respectively as dry of OMC and dry of OMC where OMC is optimum moisture content dry of OMC and wet of OMC wet of OMC and dry of OMC wet of OMC and wet of OMC dry of OMC and dry of OMC where OMC is optimum moisture content dry of OMC and wet of OMC wet of OMC and dry of OMC wet of OMC and wet of OMC ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Effective stress on soil Increases voids ratio and decreases permeability Decreases both voids ratio and permeability Decreases voids ratio and increases permeability Increases both voids ratio and permeability Increases voids ratio and decreases permeability Decreases both voids ratio and permeability Decreases voids ratio and increases permeability Increases both voids ratio and permeability ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Inorganic soils with low compressibility are represented by ML CH SL MH ML CH SL MH ANSWER DOWNLOAD EXAMIANS APP
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