Soil Mechanics and Foundation The most suitable method for drainage of fine grained cohesive soils is deep well system well ppint system electroosmosis method vacuum method deep well system well ppint system electroosmosis method vacuum method ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Rankine’s theory of earth pressure assumes that the back of the wall is vertical and smooth vertical and rough plane and smooth plane and rough vertical and smooth vertical and rough plane and smooth plane and rough ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation At liquid limit, all soils possess different shear strengths of small magnitude different shear strengths of large magnitude same shear strength of large magnitude same shear strength of small magnitude different shear strengths of small magnitude different shear strengths of large magnitude same shear strength of large magnitude same shear strength of small magnitude 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 3 months 6 months 12 months 24 months 3 months 6 months 12 months 24 months ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation With the increase in the amount of compaction energy both optimum water content and maximum dry density decrease[ES 93] optimum water content decreases but maximum dry density increases both optimum water content and maximum dry density increase optimum water content increases but maximum dry density decreases both optimum water content and maximum dry density decrease[ES 93] optimum water content decreases but maximum dry density increases both optimum water content and maximum dry density increase optimum water content increases but maximum dry density decreases ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The ultimate consolidation settlement of a structure resting on a soil Decreases 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 Increases with the increase in the initial voids ratio Decreases 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 Increases with the increase in the initial voids ratio ANSWER DOWNLOAD EXAMIANS APP
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