Soil Mechanics and Foundation Highway Research Board (HRB) classification of soils is based on None of these both particle size composition and plasticity characteristics plasticity characteristics particle size composition None of these both particle size composition and plasticity characteristics plasticity characteristics particle size composition ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The hydraulic head that would produce a quick condition in a sand stratum of thickness 1.5 m, specific gravity 2.67 and voids ratio 0.67 is equal to 3m 2.0m 1.5m 1.0m 3m 2.0m 1.5m 1.0m ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Total number of stress components at a point within a soil mass loaded at its boundary is 16 9 6 3 16 9 6 3 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Skempton’s pore pressure coefficient B for saturated soil is between 0 and 1 1 zero greater than 1 [CS 95] between 0 and 1 1 zero greater than 1 [CS 95] 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 6 months 12 months 3 months 24 months 6 months 12 months ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The most suitable method for drainage of fine grained cohesive soils is electroosmosis method well ppint system deep well system vacuum method electroosmosis method well ppint system deep well system vacuum method ANSWER DOWNLOAD EXAMIANS APP
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