Soil Mechanics and Foundation Inorganic soils with low compressibility are represented by SL MH ML CH SL MH ML CH 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
Soil Mechanics and Foundation The hydrometer method of sedimentation analysis differs from the pipette analysis mainly in All of these the principle of test the method of preparation of soil suspension the method of taking observations All of these the principle of test the method of preparation of soil suspension the method of taking observations ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Valid range for S, the degree of saturation of soil in percentage is S < 0 0 ≤ S ≤ 100 S > 0 0 < S < 100 S < 0 0 ≤ S ≤ 100 S > 0 0 < S < 100 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 0.5 0.5 and 1.0 1.0 and 0.0 0.0 and 1.0 1.0 and 0.5 0.5 and 1.0 1.0 and 0.0 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Compressibility of sandy soils is almost equal to that of clayey soils much greater than that of clayey soils None of these much less than that of clayey soils almost equal to that of clayey soils much greater than that of clayey soils None of these much less than that of clayey soils ANSWER DOWNLOAD EXAMIANS APP
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