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Soil Mechanics and Foundation

Soil Mechanics and Foundation
A soil has a bulk density of 22 kN/m3 and water content 10 %. The dry density of soil is

20.0 kN/m3
22.0 kN/m3
18.6 kN/m3
23.2 kN/m3

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Soil Mechanics and Foundation
Highway Research Board (HRB) classification of soils is based on

None of these
plasticity characteristics
both particle size composition and plasticity characteristics
particle size composition

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

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Soil Mechanics and Foundation
Bishop’s method of stability analysis

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

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Soil Mechanics and Foundation
A normally consolidated clay settled 10 mm when effective stress was increased from 100 kN/m2 to 200 kN/ m2. If the effective stress is further increased from 200 kN/ m2 to 400 kN/ m2, then the settlement of the same clay is

None of these
10 mm
20 mm
40 mm

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Soil Mechanics and Foundation
If the plasticity index of a soil mass is zero, the soil is

clay
clayey silt
sand
silt

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