Soil Mechanics and Foundation The value of compression index for a remoulded sample whose liquid limit is 50% is 0.28 0.036 036 0.028 0.28 0.036 036 0.028 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Dispersed type of soil structure is an arrangement comprising particles having edge to edge orientation All of these edge to face orientation face to face or parallel orientation edge to edge orientation All of these edge to face orientation face to face or parallel orientation 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 increase in plasticity index decrease in liquid limit and no change in plasticity index decrease in both liquid limit and plasticity index increase in both liquid limit and plasticity index decrease in liquid limit and increase in plasticity index decrease in liquid limit and no change in plasticity index decrease in both liquid limit and plasticity index increase in both liquid limit and plasticity index ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The clay mineral with the largest swelling and shrinkage characteristics is montmorillonite kaolinite None of these illite montmorillonite kaolinite None of these illite ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the shearing stress is zero on two planes, then the angle between the two planes is 135° 45° 90° 225° 135° 45° 90° 225° ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The angle that Coulomb’s failure envelope makes with the horizontal is called angle of repose cohesion angle of internal friction None of these angle of repose cohesion angle of internal friction None of these ANSWER DOWNLOAD EXAMIANS APP
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