Soil Mechanics and Foundation Rankine’s theory of earth pressure assumes that the back of the wall is plane and smooth vertical and rough plane and rough vertical and smooth plane and smooth vertical and rough plane and rough vertical and smooth ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Within the consolidation process of a saturated clay a gradual decrease in neutral pressure and a gradual increase in effective pressure takes place and sum of the two is constant a gradual increase in neutral pressure and a gradual decrease in effective pressure takes place and sum of the two is constant both neutral pressure and effective pressure increase both neutral pressure and effective pressure decrease a gradual decrease in neutral pressure and a gradual increase in effective pressure takes place and sum of the two is constant a gradual increase in neutral pressure and a gradual decrease in effective pressure takes place and sum of the two is constant both neutral pressure and effective pressure increase both neutral pressure and effective pressure decrease ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Toughness index is defined as the ratio of plasticity index to flow index plasticity index to consistency index liquidity index to flow index consistency index to liquidity index plasticity index to flow index plasticity index to consistency index liquidity index to flow index consistency index to liquidity index ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation According to Atterberg, the soil is said to be of medium plasticity if the plasticity index PI is 7 0 < PI < 7 PI>27 17 7 0 < PI < 7 PI>27 17 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The hydraulic head that would produce a quick condition in a sand stratum of thickness 1.5 m, specific gravity 2.67 and voids ratio 0.67 is equal to 3m 2.0m 1.5m 1.0m 3m 2.0m 1.5m 1.0m ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the volume of voids is equal to the volume of solids in a soil mass, then the values of porosity and voids ratio respectively are 0.0 and 1.0 1.0 and 0.0 0.5 and 1.0 1.0 and 0.5 0.0 and 1.0 1.0 and 0.0 0.5 and 1.0 1.0 and 0.5 ANSWER DOWNLOAD EXAMIANS APP
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