Soil Mechanics and Foundation Water content of soil can be less than 0 % be greater than 100 % never be greater than 100 % take values only from 0 % to 100 % be less than 0 % be greater than 100 % never be greater than 100 % take values only from 0 % to 100 % 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 3 months 24 months 12 months 6 months 3 months 24 months 12 months 6 months ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Quick sand is a flow condition occurring in cohesionless soils flow condition occurring in both cohesive and cohesionless soils type of sand flow condition occurring in cohesive soils flow condition occurring in cohesionless soils flow condition occurring in both cohesive and cohesionless soils type of sand flow condition occurring in cohesive soils ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Compressibility of sandy soils is 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 None of these much greater than that of clayey soils much less than that of clayey soils ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation For a loose sand sample and a dense sand sample consolidated to the same effective stress ultimate strength is same but peak strength of dense sand is greater than that of loose sand ultimate strength is different but peak strength is same ultimate strength is same but peak ultimate strength is same and also peak strength is same ultimate strength is same but peak strength of dense sand is greater than that of loose sand ultimate strength is different but peak strength is same ultimate strength is same but peak ultimate strength is same and also peak strength is same ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the shearing stress is zero on two planes, then the angle between the two planes is 90° 225° 45° 135° 90° 225° 45° 135° ANSWER DOWNLOAD EXAMIANS APP
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