Soil Mechanics and Foundation The admixture of coarser particles like sand or silt to clay causes decrease in liquid limit and no change in plasticity index increase in both liquid limit and plasticity index decrease in liquid limit and increase in plasticity index decrease in both liquid limit and plasticity index decrease in liquid limit and no change in plasticity index increase in both liquid limit and plasticity index decrease in liquid limit and increase in plasticity index decrease in both liquid limit and plasticity index ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Coefficient of permeability of soil increases with the decrease in temperature does not depend upon temperature None of these increases with the increase in temperature increases with the decrease in temperature does not depend upon temperature None of these increases with the increase in temperature ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Shear strength of a soil is a unique function of both effective stress and total stress total stress only None of these effective stress only both effective stress and total stress total stress only None of these effective stress only ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation For a loose sand sample and a dense sand sample consolidated to the same effective stress ultimate strength is different but peak strength is same ultimate strength is same and also peak strength is same ultimate strength is same but peak ultimate strength is same but peak strength of dense sand is greater than that of loose sand ultimate strength is different but peak strength is same ultimate strength is same and also peak strength is same ultimate strength is same but peak ultimate strength is same but peak strength of dense sand is greater than that of loose sand 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 24 months 6 months 3 months 12 months 24 months 6 months 3 months 12 months 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
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