Soil Mechanics and Foundation Water content of soil can be greater than 100 % be less than 0 % never be greater than 100 % take values only from 0 % to 100 % be greater than 100 % be less than 0 % never be greater than 100 % take values only from 0 % to 100 % ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Highway Research Board (HRB) classification of soils is based on particle size composition plasticity characteristics None of these both particle size composition and plasticity characteristics particle size composition plasticity characteristics None of these both particle size composition and plasticity characteristics 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 6 months 24 months 12 months 3 months 6 months 24 months 12 months 3 months ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The total discharge from two wells situated near to each other is equal to larger of the two discharges from individual wells less than the sum of the discharges from individual wells sum of the discharges from individual wells greater than the sum of the discharges from individual wells equal to larger of the two discharges from individual wells less than the sum of the discharges from individual wells sum of the discharges from individual wells greater than the sum of the discharges from individual wells ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation For better strength and stability, the fine grained soils and coarse grained soils are compacted respectively as dry of OMC and wet of OMC wet of OMC and dry of OMC dry of OMC and dry of OMC where OMC is optimum moisture content wet of OMC and wet of OMC dry of OMC and wet of OMC wet of OMC and dry of OMC dry of OMC and dry of OMC where OMC is optimum moisture content wet of OMC and wet of OMC ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation In a consolidated drained test on a normally consolidated clay, the volume of the soil sample during shear first increases and then decreases decreases remains unchanged increases first increases and then decreases decreases remains unchanged increases ANSWER DOWNLOAD EXAMIANS APP
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