Soil Mechanics and Foundation If the plasticity index of a soil mass is zero, the soil is clay sand silt clayey silt clay sand silt clayey silt ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Unconfmed compressive strength test is drained test undrained test consolidated drained test consolidated undrained test drained test undrained test consolidated drained test consolidated undrained test ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The average coefficient of permeability of natural deposits Parallel to stratification is always less than that perpendicular to stratification Is always same in both directions Parallel to stratification is always greater than that perpendicular to stratification Parallel to stratification may or may not be greater than that perpendicular to stratification Parallel to stratification is always less than that perpendicular to stratification Is always same in both directions Parallel to stratification is always greater than that perpendicular to stratification Parallel to stratification may or may not be greater than that perpendicular to stratification ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Which of the following statements is correct? Uniformity coefficient represents the shape of the particle size distribution curve. A soil is said to be well graded if it has most of the particles of about the same size None of these For a well graded soil, both uniformity coefficient and coefficient of curvature are nearly unity. Uniformity coefficient represents the shape of the particle size distribution curve. A soil is said to be well graded if it has most of the particles of about the same size None of these For a well graded soil, both uniformity coefficient and coefficient of curvature are nearly unity. ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The slope of isochrone at any point at a given time indicates the rate of change of pore water pressure with time effective stress with time effective stress with depth pore water pressure with depth pore water pressure with time effective stress with time effective stress with depth pore water pressure with depth ANSWER DOWNLOAD EXAMIANS APP
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 decrease in both liquid limit and plasticity index decrease in liquid limit and increase in plasticity index increase in both liquid limit and plasticity index decrease in liquid limit and no change in plasticity index decrease in both liquid limit and plasticity index decrease in liquid limit and increase in plasticity index increase in both liquid limit and plasticity index ANSWER DOWNLOAD EXAMIANS APP
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