Soil Mechanics and Foundation Shear strength of a soil is a unique function of effective stress only total stress only None of these both effective stress and total stress effective stress only total stress only None of these both effective stress and total stress ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The major principal stress in an element of cohesion-less soil within the backfill of a retaining wall is Inclined at 45° to the vertical plane None of these Vertical if the soil is in an active state of plastic equilibrium Vertical if the soil is in a passive state of plastic equilibrium Inclined at 45° to the vertical plane None of these Vertical if the soil is in an active state of plastic equilibrium Vertical if the soil is in a passive state of plastic equilibrium 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 17° 7° 10° 12° 17° 7° 10° 12° ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A soil has a bulk density of 22 kN/m3 and water content 10 %. The dry density of soil is 20.0 kN/m3 23.2 kN/m3 22.0 kN/m3 18.6 kN/m3 20.0 kN/m3 23.2 kN/m3 22.0 kN/m3 18.6 kN/m3 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Skempton’s pore pressure coefficient B for saturated soil is zero greater than 1 [CS 95] between 0 and 1 1 zero greater than 1 [CS 95] between 0 and 1 1 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Valid range for S, the degree of saturation of soil in percentage is S > 0 S < 0 0 < S < 100 0 ≤ S ≤ 100 S > 0 S < 0 0 < S < 100 0 ≤ S ≤ 100 ANSWER DOWNLOAD EXAMIANS APP
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