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Soil Mechanics and Foundation Engineering Quiz | Soil Mechanics and Foundation Engineering MCQs with Answers

101 For a loose sand sample and a dense sand sample consolidated to the same effective stress
[A] ultimate strength is same and also peak strength is same
[B] ultimate strength is different but peak strength is same
[C] ultimate strength is same but peak strength of dense sand is greater than that of loose sand
[D] ultimate strength is same but peak
Answer: ultimate strength is same but peak strength of dense sand is greater than that of loose sand
102 Select the incorrect statement.
[A] Effective cohesion of a soil can never have a negative value.
[B] Effective angle of internal friction for coarse grained soils is rarely below 30°.
[C] Effective angle of internal friction for a soil increases as state of compact-ness increases.
[D] Effective angle of internal friction is a complicated function of mineralogy and clay size content.
Answer: Effective cohesion of a soil can never have a negative value.

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103 For better strength and stability, the fine grained soils and coarse grained soils are compacted respectively as
[A] dry of OMC and wet of OMC
[B] wet of OMC and dry of OMC
[C] wet of OMC and wet of OMC
[D] dry of OMC and dry of OMC where OMC is optimum moisture content
Answer: wet of OMC and dry of OMC
104 The maximum dry density upto which any soil can be compacted depends upon
[A] moisture content only
[B] amount of compaction energy only
[C] both moisture content and amount of compaction energy
[D] none of the above
Answer: both moisture content and amount of compaction energy
105 Coefficient of earth pressure at rest is
[A] less than active earth pressure but greater than passive earth pressure
[B] greater than active earth pressure but less than passive earth pressure
[C] greater than both the active earth pressure and passive earth pressure
[D] less than both the active and passive earth pressures
Answer: greater than active earth pressure but less than passive earth pressure

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