Soil Mechanics

411) Liquid Limit – Water Content ratio Plasticity Index for a soil mass is called

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consistency index

412) If the natural water content of soil mass lies between its liquid limit and plastic limit, the soil mass is said to be in

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plastic state

413) For proper field control, which of the following methods is best suited for quick determination of water content of a soil mass?

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calcium carbide method

414) The net ultimate bearing capacity of a purely cohesive soil

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is independent of both depth and width of footing

415) Allowable bearing pressure for a foundation depends upon

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both allowable settlement and ultimate bearing capacity

416) The coefficient of earth pressure at rest is

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greater than active earth pressure but less than passive earth pressure

417) The sensitivity of a soil can be defined as

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ratio of compressive strength of unconfined undisturbed soil to that of soil in a remoulded state

418) The shear strength of a soil

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decreases with decrease in normal

419) With the increase in the amount of compaction energy

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optimum water content decreases but maximum dry density increases

420) The coefficient of compressibility is

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different for different types of soils and also different for a soil under different states of consolidation

Subject Notes

Objective Box

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