Soil Mechanics and Foundation The value of compression index for a remoulded sample whose liquid limit is 50% is 0.036 036 0.28 0.028 0.036 036 0.28 0.028 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Valid range for n, the percentage voids, is 0 < n < 100 0 ≤ n ≤ 100 n < 0 n > 0 0 < n < 100 0 ≤ n ≤ 100 n < 0 n > 0 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Select the correct range of density index,1D 1D > 0 0 ≤ 1D ≤ 1 ID > 0 0 < 1D < 1 1D > 0 0 ≤ 1D ≤ 1 ID > 0 0 < 1D < 1 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 Due to a rise in temperature, the viscosity and the unit weight of the percolating fluid are reduced to 60% and 90% respectively.If other things remain constant, the coefficient of permeability decreases by 33.3% increases by 25% increases by 50% increases by 33.3% decreases by 33.3% increases by 25% increases by 50% increases by 33.3% ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Voids ratio of a soil mass can take values between 0 and 1 only take any value greater than zero never be greater than unity be zero take values between 0 and 1 only take any value greater than zero never be greater than unity be zero ANSWER DOWNLOAD EXAMIANS APP
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