Soil Mechanics and Foundation If the natural water content of soil mass lies between its liquid limit and plastic limit, the soil mass is said to be in plastic state solid state semi-solid state liquid state plastic state solid state semi-solid state liquid state ANSWER DOWNLOAD EXAMIANS APP
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 Relative density of a compacted dense sand is approximately equal to 0.6 0.95 1.2 0.4 0.6 0.95 1.2 0.4 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation For better strength and stability, the fine grained soils and coarse grained soils are compacted respectively as dry of OMC and wet of OMC dry of OMC and dry of OMC where OMC is optimum moisture content wet of OMC and wet of OMC wet of OMC and dry of OMC dry of OMC and wet of OMC dry of OMC and dry of OMC where OMC is optimum moisture content wet of OMC and wet of OMC wet of OMC and dry of OMC 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 6 months 3 months 12 months 24 months 6 months 3 months 12 months 24 months ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The slope of isochrone at any point at a given time indicates the rate of change of effective stress with time pore water pressure with depth pore water pressure with time effective stress with depth effective stress with time pore water pressure with depth pore water pressure with time effective stress with depth ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS