Soil Mechanics and Foundation If the shearing stress is zero on two planes, then the angle between the two planes is 135° 225° 45° 90° 135° 225° 45° 90° 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 12 months 3 months 6 months 24 months 12 months 3 months 6 months 24 months ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Sensitivity of a soil can be defined as ratio of compressive strength of unconfined undisturbed soil to that of soil in a remoulded state ratio of volume of voids to volume of solids None of these percentage of volume change of soil under saturated condition ratio of compressive strength of unconfined undisturbed soil to that of soil in a remoulded state ratio of volume of voids to volume of solids None of these percentage of volume change of soil under saturated condition ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Valid range for S, the degree of saturation of soil in percentage is 0 < S < 100 0 ≤ S ≤ 100 S < 0 S > 0 0 < S < 100 0 ≤ S ≤ 100 S < 0 S > 0 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 If the voids of a soil mass are full of air only, the soil is termed as dry soil air entrained soil partially saturated soil dehydrated soil dry soil air entrained soil partially saturated soil dehydrated soil ANSWER DOWNLOAD EXAMIANS APP
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