Soil Mechanics and Foundation The admixture of coarser particles like sand or silt to clay causes 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 decrease in liquid limit and no change in plasticity index ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation In the plate loading test for determining the bearing capacity of soil, the size of square bearing plate should be between 750 mm and 1 m less than 300 mm greater than 1 m between 300 mm and 750 mm between 750 mm and 1 m less than 300 mm greater than 1 m between 300 mm and 750 mm ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Sand particles are made of rock minerals montmorillonite kaolinite illite rock minerals montmorillonite kaolinite illite ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Unconfmed compressive strength test is undrained test consolidated drained test drained test consolidated undrained test undrained test consolidated drained test drained test consolidated undrained test ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A fully saturated soil is said to be two phase system with soil and water one phase system two phase system with soil and air three phase system two phase system with soil and water one phase system two phase system with soil and air three phase system ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Coefficient of permeability of soil does not depend upon temperature increases with the decrease in temperature None of these increases with the increase in temperature does not depend upon temperature increases with the decrease in temperature None of these increases with the increase in temperature ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS