Soil Mechanics and Foundation Terzaghi’s theory of one dimensional consolidation assumes Soil is homogeneous and fully saturated Deformation of the soil, is entirely due to change in volume All listed here Water and soil particles are incompressible Soil is homogeneous and fully saturated Deformation of the soil, is entirely due to change in volume All listed here Water and soil particles are incompressible ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Coefficient of permeability of soil None of these does not depend upon temperature increases with the decrease in temperature increases with the increase in temperature None of these does not depend upon temperature increases with the decrease in temperature increases with the increase in temperature ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Effective stress is the stress at particles contact important because it is a function of engineering properties of soil All of these a physical parameter that can be measured the stress at particles contact important because it is a function of engineering properties of soil All of these a physical parameter that can be measured ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Shear strength of a soil is a unique function of effective stress only both effective stress and total stress total stress only None of these effective stress only both effective stress and total stress total stress only None of these ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Toughness index is defined as the ratio of liquidity index to flow index plasticity index to flow index plasticity index to consistency index consistency index to liquidity index liquidity index to flow index plasticity index to flow index plasticity index to consistency index consistency index to liquidity index ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A retaining wall 6m high supports a backfill with a surcharge angle of 10°. The back of the wall is inclined to the vertical at a positive batter angle of 5°. If the angle of wall friction is 7°, then the resultant active earth pressure will act at a distance of 2 m above the base and inclined to the horizontal at an angle of 12° 10° 7° 17° 12° 10° 7° 17° ANSWER DOWNLOAD EXAMIANS APP
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