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Soil Mechanics and Foundation

Soil Mechanics and Foundation
Constant head permeameter is used to test permeability of

coarse sand
clay
fine sand
silt

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Soil Mechanics and Foundation
According to Atterberg, the soil is said to be of medium plasticity if the plasticity index PI is

7
0 < PI < 7
17
PI>27

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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°
10°
17°
12°

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Soil Mechanics and Foundation
Terzaghi’s bearing capacity factors Nc, Nq and Nr are functions of

both cohesion and angle of internal friction
both cohesion and angle of internal friction
angle of internal friction only
cohesion only

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Soil Mechanics and Foundation
Skempton’s pore pressure coefficient B for saturated soil is

zero
between 0 and 1
1
greater than 1 [CS 95]

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Soil Mechanics and Foundation
Direct measurement of permeability of the specimen at any stage of loading can be made

only in floating ring type consolido-meter
only in fixed ring type consolido-meter
both (A) and (B)
None of these

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