Soil Mechanics and Foundation Coefficient of consolidation for clays normally decreases with increase in liquid limit increases with increase in liquid limit remains constant at all liquid limits first increases and then decreases with increase in liquid limit decreases with increase in liquid limit increases with increase in liquid limit remains constant at all liquid limits first increases and then decreases with increase in liquid limit ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation When the plastic limit of a soil is greater than the liquid limit, then the plasticity index is reported as 1 non-plastic (NP) zero negative 1 non-plastic (NP) zero negative ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Physical properties of a permeant which influence permeability are viscosity only unit weight only None of these both viscosity and unit weight viscosity only unit weight only None of these both viscosity and unit weight 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 12° 17° 7° 10° 12° 17° 7° 10° ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the voids of a soil mass are full of air only, the soil is termed as partially saturated soil dehydrated soil air entrained soil dry soil partially saturated soil dehydrated soil air entrained soil dry soil ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A pycnometer is used to determine water content and voids ratio specific gravity and dry density voids ratio and dry density water content and specific gravity water content and voids ratio specific gravity and dry density voids ratio and dry density water content and specific gravity ANSWER DOWNLOAD EXAMIANS APP
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