Soil Mechanics and Foundation The most suitable method for drainage of fine grained cohesive soils is vacuum method electroosmosis method well ppint system deep well system vacuum method electroosmosis method well ppint system deep well system ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Voids ratio of a soil mass can take values between 0 and 1 only take any value greater than zero never be greater than unity be zero take values between 0 and 1 only take any value greater than zero never be greater than unity be zero ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Which one of the following clays behaves like a dense sand ? normally consolidated clay over-consolidated ciay with a high over-consolidation ratio under-consolidated clay over-consolidated clay with a low over-consolidation ratio normally consolidated clay over-consolidated ciay with a high over-consolidation ratio under-consolidated clay over-consolidated clay with a low over-consolidation ratio ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Coefficient of consolidation of a soil is affected by compressibility both compressibility and permeability permeability None of these compressibility both compressibility and permeability permeability None of these ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Residual soils are formed by wind water glaciers None of these wind water glaciers None of these ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Direct measurement of permeability of the specimen at any stage of loading can be made both (A) and (B) None of these only in floating ring type consolido-meter only in fixed ring type consolido-meter both (A) and (B) None of these only in floating ring type consolido-meter only in fixed ring type consolido-meter ANSWER DOWNLOAD EXAMIANS APP
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