Soil Mechanics and Foundation The ultimate consolidation settlement of a structure resting on a soil Decreases with the increase in the initial voids ratio Increases with the increase in the initial voids ratio Decreases with the decrease in the plastic limit Increases with the decrease in the porosity of the soil Decreases with the increase in the initial voids ratio Increases with the increase in the initial voids ratio Decreases with the decrease in the plastic limit Increases with the decrease in the porosity of the soil ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Shear strength of a soil is a unique function of total stress only effective stress only None of these both effective stress and total stress total stress only effective stress only None of these both effective stress and total stress ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Relative density of a compacted dense sand is approximately equal to 0.6 0.95 1.2 0.4 0.6 0.95 1.2 0.4 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation When the plastic limit of a soil is greater than the liquid limit, then the plasticity index is reported as 1 negative zero non-plastic (NP) 1 negative zero non-plastic (NP) 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 increases with depth but water content of soil and un-drained strength decrease with depth effective stress, water content and undrained strength decrease with depth effective stress and undrained strength increase with depth but water content decreases with depth effective stress and water content increase with depth but undrained strength decreases with depth effective stress increases with depth but water content of soil and un-drained strength decrease with depth effective stress, water content and undrained strength decrease with depth effective stress and undrained strength increase with depth but water content decreases with depth ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Coefficient of earth pressure at rest is less than both the active and passive earth pressures less than active earth pressure but greater than passive earth pressure greater than active earth pressure but less than passive earth pressure greater than both the active earth pressure and passive earth pressure less than both the active and passive earth pressures less than active earth pressure but greater than passive earth pressure greater than active earth pressure but less than passive earth pressure greater than both the active earth pressure and passive earth pressure ANSWER DOWNLOAD EXAMIANS APP
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