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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Which of the following soils has more plasticity index ?

clay
gravel
sand
silt

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Soil Mechanics and Foundation
Coefficient of consolidation for clays normally

remains constant at all liquid limits
increases with increase in liquid limit
first increases and then decreases with increase in liquid limit
decreases with increase in liquid limit

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Soil Mechanics and Foundation
For better strength and stability, the fine grained soils and coarse grained soils are compacted respectively as

dry of OMC and dry of OMC where OMC is optimum moisture content
dry of OMC and wet of OMC
wet of OMC and dry of OMC
wet of OMC and wet of OMC

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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°
17°
10°
12°

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Soil Mechanics and Foundation
Which of the following methods is best suited for determination of permeability of coarse-grained soils ?

None of these
both the above
falling head method
constant head method

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Soil Mechanics and Foundation
Bishop’s method of stability analysis

assumes the slip surface as an arc of a circle
is more conservative
All of these
neglects the effect of forces acting on the sides of the slices

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