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Soil Mechanics and Foundation

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

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

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Soil Mechanics and Foundation
In the plate loading test for determining the bearing capacity of soil, the size of square bearing plate should be

greater than 1 m
less than 300 mm
between 750 mm and 1 m
between 300 mm and 750 mm

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Soil Mechanics and Foundation
At liquid limit, all soils possess

different shear strengths of small magnitude
same shear strength of large magnitude
different shear strengths of large magnitude
same shear strength of small magnitude

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Soil Mechanics and Foundation
The ultimate consolidation settlement of a soil is

directly proportional to the compression index
directly proportional to the voids ratio
None of these
inversely proportional to the compression index

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Soil Mechanics and Foundation
A pycnometer is used to determine

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

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Soil Mechanics and Foundation
Toughness index is defined as the ratio of

consistency index to liquidity index
plasticity index to consistency index
liquidity index to flow index
plasticity index to flow index

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