Soil Mechanics and Foundation Which of the following is a measure of particle size range ? None of these coefficient of curvature effective size uniformity coefficient None of these coefficient of curvature effective size uniformity coefficient ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Rise of water table above the ground surface causes Equal decrease in pore water pressure and total stress Equal increase in pore water pressure and total stress Decrease in pore water pressure but increase in total stress Increase in pore water pressure but decrease in total stress Equal decrease in pore water pressure and total stress Equal increase in pore water pressure and total stress Decrease in pore water pressure but increase in total stress Increase in pore water pressure but decrease in total stress ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Compressibility of sandy soils is None of these much greater than that of clayey soils much less than that of clayey soils almost equal to that of clayey soils None of these much greater than that of clayey soils much less than that of clayey soils almost equal to that of clayey soils ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Sensitivity of a soil can be defined as None of these percentage of volume change of soil under saturated condition ratio of volume of voids to volume of solids ratio of compressive strength of unconfined undisturbed soil to that of soil in a remoulded state None of these percentage of volume change of soil under saturated condition ratio of volume of voids to volume of solids ratio of compressive strength of unconfined undisturbed soil to that of soil in a remoulded state ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Contact pressure beneath a rigid footing resting on cohesive soil is None of these more at edges compared to middle less at edges compared to middle uniform throughout None of these more at edges compared to middle less at edges compared to middle uniform throughout 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
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