Soil Mechanics and Foundation The most suitable method for drainage of fine grained cohesive soils is deep well system electroosmosis method well ppint system vacuum method deep well system electroosmosis method well ppint system vacuum method ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Toughness index is defined as the ratio of plasticity index to consistency index plasticity index to flow index liquidity index to flow index consistency index to liquidity index plasticity index to consistency index plasticity index to flow index liquidity index to flow index consistency index to liquidity index ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Which of the following soils has more plasticity index ? clay gravel silt sand clay gravel silt sand ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Which of the following is a measure of particle size range ? uniformity coefficient effective size coefficient of curvature None of these uniformity coefficient effective size coefficient of curvature None of these 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 24 months 6 months 12 months 3 months 24 months 6 months ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A 600 mm square bearing plate settles by 15 mm in plate load test on a cohesionless soil under an intensity of loading of 0.2 N/ram2. The settlement of a prototype shallow footing 1 m square under the same intensity of loading is between 15 mm and 25 mm 25 mm 15 mm greater than 25 mm between 15 mm and 25 mm 25 mm 15 mm greater than 25 mm ANSWER DOWNLOAD EXAMIANS APP
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