Soil Mechanics and Foundation The maximum dry density upto which any soil can be compacted depends upon both moisture content and amount of compaction energy None of these amount of compaction energy only moisture content only both moisture content and amount of compaction energy None of these amount of compaction energy only moisture content only 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° 10° 7° 17° 12° 10° 7° ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The coefficient of active earth pressure for a loose sand having an angle of internal friction of 30° is 1 3 43833 43832 1 3 43833 43832 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Time factor for a clay layer is inversely proportional to drainage path directly proportional to permeability of soil independent of thickness of clay layer a dimensional parameter inversely proportional to drainage path directly proportional to permeability of soil independent of thickness of clay layer a dimensional parameter ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Effective stress is important because it is a function of engineering properties of soil All of these the stress at particles contact a physical parameter that can be measured important because it is a function of engineering properties of soil All of these the stress at particles contact a physical parameter that can be measured ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation In a deposit of normally consolidated clay effective stress and undrained strength increase with depth but water content decreases with depth effective stress increases with depth but water content of soil and un-drained strength decrease with depth effective stress, water content and undrained strength decrease with depth effective stress and water content increase with depth but undrained strength decreases with depth effective stress and undrained strength increase with depth but water content decreases with depth effective stress increases with depth but water content of soil and un-drained strength decrease with depth effective stress, water content and undrained strength decrease with depth effective stress and water content increase with depth but undrained strength decreases with depth ANSWER DOWNLOAD EXAMIANS APP
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