Soil Mechanics and Foundation Dispersed type of soil structure is an arrangement comprising particles having All of these face to face or parallel orientation edge to edge orientation edge to face orientation All of these face to face or parallel orientation edge to edge orientation edge to face orientation ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A 300 mm square bearing plate settles by 15 mm in a plate load test on a cohesive soil when the intensity of loading is 0.2 N/mm². The settlement of a prototype shallow footing 1 m square under the same intensity of loading is 50 mm 30 mm 15 mm 167 mm 50 mm 30 mm 15 mm 167 mm ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Constant head permeameter is used to test permeability of fine sand clay silt coarse sand fine sand clay silt coarse sand 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 7° 12° 10° 17° 7° 12° 10° 17° ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The most suitable method for drainage of fine grained cohesive soils is electroosmosis method well ppint system deep well system vacuum method electroosmosis method well ppint system deep well system vacuum method ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Coarse grained soils are best compacted by a rubber tyred roller vibratory roller drum roller sheep’s foot roller rubber tyred roller vibratory roller drum roller sheep’s foot roller ANSWER DOWNLOAD EXAMIANS APP
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