Soil Mechanics and Foundation Highway Research Board (HRB) classification of soils is based on particle size composition plasticity characteristics both particle size composition and plasticity characteristics None of these particle size composition plasticity characteristics both particle size composition and plasticity characteristics 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 6 months 3 months 24 months 12 months 6 months 3 months 24 months ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A fully saturated soil is said to be one phase system three phase system two phase system with soil and water two phase system with soil and air one phase system three phase system two phase system with soil and water two phase system with soil and air ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the plasticity index of a soil mass is zero, the soil is silt clay clayey silt sand silt clay clayey silt sand ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the voids of a soil mass are full of air only, the soil is termed as partially saturated soil air entrained soil dry soil dehydrated soil partially saturated soil air entrained soil dry soil dehydrated soil ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Water content of soil can 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 % be greater than 100 % be less than 0 % never be greater than 100 % ANSWER DOWNLOAD EXAMIANS APP
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