Soil Mechanics and Foundation If the voids of a soil mass are full of air only, the soil is termed as air entrained soil partially saturated soil dry soil dehydrated soil air entrained soil partially saturated soil dry soil dehydrated soil ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The rise of water table below the foundation influences the bearing capacity of soil mainly by reducing effective angle of shearing resistance cohesion and effective angle of shearing resistance effective unit weight of soil and effective angle of shearing resistance cohesion and effective unit weight of soil effective angle of shearing resistance cohesion and effective angle of shearing resistance effective unit weight of soil and effective angle of shearing resistance cohesion and effective unit weight of soil ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Valid range for S, the degree of saturation of soil in percentage is 0 < S < 100 0 ≤ S ≤ 100 S > 0 S < 0 0 < S < 100 0 ≤ S ≤ 100 S > 0 S < 0 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Within the consolidation process of a saturated clay a gradual increase in neutral pressure and a gradual decrease in effective pressure takes place and sum of the two is constant a gradual decrease in neutral pressure and a gradual increase 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 increase in neutral pressure and a gradual decrease in effective pressure takes place and sum of the two is constant a gradual decrease in neutral pressure and a gradual increase 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 When the degree of saturation is zero, the soil mass under consideration represents two phase system with soil and water two phase system with soil and air one phase system three phase system two phase system with soil and water two phase system with soil and air one phase system three phase system ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Clay layer A with single drainage and coefficient of consolidation Cv takes 6 months to achieve 50% consolidation. The time taken by clay layer B of the same thickness with double drainage and coefficient of consolidation Cv/2 to achieve the same degree of consolidation is 24 months 6 months 12 months 3 months 24 months 6 months 12 months 3 months ANSWER DOWNLOAD EXAMIANS APP
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