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Soil Mechanics and Foundation

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

PI>27
17
7
0 < PI < 7

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Soil Mechanics and Foundation
According to IS classification, the range of silt size particles is

0.425 mm to 0.075 mm
4.75 mm to 2.00 mm
0.075 mm to 0.002 mm
2.00 mm to 0.425 mm

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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

10 mm
20 mm
40 mm
None of these

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Soil Mechanics and Foundation
Valid range for n, the percentage voids, is

n < 0
n > 0
0 < n < 100
0 ≤ n ≤ 100

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Soil Mechanics and Foundation
Dispersed type of soil structure is an arrangement comprising particles having

All of these
edge to edge orientation
face to face or parallel orientation
edge to face orientation

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Soil Mechanics and Foundation
The hydraulic head that would produce a quick condition in a sand stratum of thickness 1.5 m, specific gravity 2.67 and voids ratio 0.67 is equal to

1.0m
2.0m
1.5m
3m

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