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 Rankine’s theory of earth pressure assumes that the back of the wall is plane and smooth vertical and smooth plane and rough vertical and rough plane and smooth vertical and smooth plane and rough vertical and rough ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Quick sand is a flow condition occurring in cohesive soils type of sand flow condition occurring in cohesionless soils flow condition occurring in both cohesive and cohesionless soils flow condition occurring in cohesive soils type of sand flow condition occurring in cohesionless soils flow condition occurring in both cohesive and cohesionless soils ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Stoke’s law is valid only if the size of particle is greater than 0.2 mm less than 0.0002 mm All of these between 0.2 mm and 0.0002 mm greater than 0.2 mm less than 0.0002 mm All of these between 0.2 mm and 0.0002 mm ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Skempton’s pore pressure coefficient B for saturated soil is greater than 1 [CS 95] between 0 and 1 zero 1 greater than 1 [CS 95] between 0 and 1 zero 1 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
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