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Soil Mechanics and Foundation

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

2.0m
3m
1.5m
1.0m

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Soil Mechanics and Foundation
A pycnometer is used to determine

water content and voids ratio
voids ratio and dry density
water content and specific gravity
specific gravity and dry density

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Soil Mechanics and Foundation
Shear strength of a soil is a unique function of

total stress only
effective stress only
both effective stress and total stress
None of these

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Soil Mechanics and Foundation
When the degree of saturation is zero, the soil mass under consideration represents

two phase system with soil and water
two phase system with soil and air
one phase system
three phase system

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Soil Mechanics and Foundation
Coarse grained soils are best compacted by a

rubber tyred roller
sheep’s foot roller
drum roller
vibratory roller

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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

40 mm
20 mm
10 mm
None of these

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