Soil Mechanics and Foundation The ratio of volume of voids to the total volume of soil mass is called voids ratio percentage air voids air content porosity voids ratio percentage air voids air content porosity 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 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 12 months 24 months 3 months 6 months 12 months 24 months 3 months 6 months ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation In a consolidated drained test on a normally consolidated clay, the volume of the soil sample during shear decreases increases first increases and then decreases remains unchanged decreases increases first increases and then decreases remains unchanged ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Uniformity coefficient of a soil is always less than 1 equal to or gi eater than 1 equal to or less than 1 always equal to 1 always less than 1 equal to or gi eater than 1 equal to or less than 1 always equal to 1 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The most suitable method for drainage of fine grained cohesive soils is well ppint system electroosmosis method vacuum method deep well system well ppint system electroosmosis method vacuum method deep well system ANSWER DOWNLOAD EXAMIANS APP
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