Soil Mechanics and Foundation Water content of soil can be greater than 100 % never be greater than 100 % be less than 0 % take values only from 0 % to 100 % be greater than 100 % never be greater than 100 % be less than 0 % take values only from 0 % to 100 % ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Which of the following is a measure of particle size range ? effective size None of these coefficient of curvature uniformity coefficient effective size None of these coefficient of curvature uniformity coefficient 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 6 16 9 3 6 16 9 3 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 3 months 12 months 24 months 6 months 3 months 12 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 remains unchanged first increases and then decreases increases decreases remains unchanged first increases and then decreases increases 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 depth effective stress with depth effective stress with time pore water pressure with time pore water pressure with depth effective stress with depth effective stress with time pore water pressure with time ANSWER DOWNLOAD EXAMIANS APP
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