Soil Mechanics and Foundation Relative density of a compacted dense sand is approximately equal to 0.6 1.2 0.4 0.95 0.6 1.2 0.4 0.95 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 pore water pressure with time effective stress with depth pore water pressure with depth effective stress with time pore water pressure with time effective stress with depth pore water pressure with depth effective stress with time ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Which of the following is a measure of particle size range ? None of these uniformity coefficient coefficient of curvature effective size None of these uniformity coefficient coefficient of curvature effective size 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 24 months 3 months 12 months 6 months 24 months 3 months 12 months ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the water content of a fully saturated soil mass is 100%, then the voids ratio of the sample is less than specific gravity of soil greater than specific gravity of soil independent of specific gravity of soil equal to specific gravity of soil less than specific gravity of soil greater than specific gravity of soil independent of specific gravity of soil equal to specific gravity of soil ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Total number of stress components at a point within a soil mass loaded at its boundary is 9 16 3 6 9 16 3 6 ANSWER DOWNLOAD EXAMIANS APP