Soil Mechanics and Foundation The value of compression index for a remoulded sample whose liquid limit is 50% is 0.28 0.028 036 0.036 0.28 0.028 036 0.036 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Time factor for a clay layer is directly proportional to permeability of soil inversely proportional to drainage path independent of thickness of clay layer a dimensional parameter directly proportional to permeability of soil inversely proportional to drainage path independent of thickness of clay layer a dimensional parameter ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Which of the following methods is best suited for determination of permeability of coarse-grained soils ? both the above constant head method None of these falling head method both the above constant head method None of these falling head method ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A retaining wall 6m high supports a backfill with a surcharge angle of 10°. The back of the wall is inclined to the vertical at a positive batter angle of 5°. If the angle of wall friction is 7°, then the resultant active earth pressure will act at a distance of 2 m above the base and inclined to the horizontal at an angle of 17° 12° 7° 10° 17° 12° 7° 10° ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Coarse grained soils are best compacted by a sheep’s foot roller vibratory roller drum roller rubber tyred roller sheep’s foot roller vibratory roller drum roller rubber tyred roller ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Sand particles are made of illite montmorillonite kaolinite rock minerals illite montmorillonite kaolinite rock minerals ANSWER DOWNLOAD EXAMIANS APP
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