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GATE CE 2018: Soil Mechanics & Foundation Engineering Quiz 3
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Question 1
A soil deposit has a void ratio of 1.0 If the void ratio is reduced to 0.60 by compaction, the percentage volume loss is
Question 2
In a triaxial compression test, the major principal stress was 90 kPa and the minor principal stress was 30 kPa, at failure. The pore pressure at failure was observed to be 10kPa. The tangent of the angle of shearing resistance of the sandy soil that was tested was
Question 3
The virgin compression curve with axes adopted as per convention in this regard for a clay soil is shown in the figure. The compression index of the soil is
Question 4
In a uniform, semi-infinite aquifer, the dependable discharge of a lone circular open well is increased most easily by
Question 5
When a structural load is applied on a soil stratum, which of the following soil types will have the minimum settlement?
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Jul 26ESE & GATE CE
