Soil Mechanics and Foundation Coarse grained soils are best compacted by a vibratory roller sheep’s foot roller rubber tyred roller drum roller vibratory roller sheep’s foot roller rubber tyred roller drum roller ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation When the degree of saturation is zero, the soil mass under consideration represents two phase system with soil and water three phase system one phase system two phase system with soil and air two phase system with soil and water three phase system one phase system two phase system with soil and air ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Total number of stress components at a point within a soil mass loaded at its boundary is 6 3 9 16 6 3 9 16 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 225° 135° 45° 90° 225° 135° 45° 90° ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the water content of a fully saturated soil mass is 100%, then the voids ratio of the sample is independent of specific gravity of soil less than specific gravity of soil greater than specific gravity of soil equal to specific gravity of soil independent of specific gravity of soil less than specific gravity of soil greater than specific gravity of soil equal to specific gravity of soil ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Toughness index is defined as the ratio of plasticity index to flow index consistency index to liquidity index liquidity index to flow index plasticity index to consistency index plasticity index to flow index consistency index to liquidity index liquidity index to flow index plasticity index to consistency index ANSWER DOWNLOAD EXAMIANS APP
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