Civil Engineering (CE) Exam > Civil Engineering (CE) Tests > Test: Properties of Soil - 3 - Civil Engineering (CE) MCQ
Test: Properties of Soil - 3 - Civil Engineering (CE) MCQ
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10 Questions MCQ Test - Test: Properties of Soil - 3
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Detailed Solution for Test: Properties of Soil - 3 - Question 1
Test: Properties of Soil - 3 - Question 2
If the plasticity index of a soil mass is zero the soil is
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Test: Properties of Soil - 3 - Question 3
The ratio of the shear strength of undisturbed soil to that of remoulded soil is known as the
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Test: Properties of Soil - 3 - Question 4
Stake’s law is valid only if the size of the particle is
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Test: Properties of Soil - 3 - Question 6
Relative density of a compacted dense sand is approximately equal to
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Test: Properties of Soil - 3 - Question 7
If the volume of voids is equal to the volume of solids in a soil mass, then the values of porosity and void ratio are
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Test: Properties of Soil - 3 - Question 8
The submerged density of soil in terms of unit wt. of water Yw; specific gravity G and void ratio e is given by the. expression
Test: Properties of Soil - 3 - Question 9
A soil has plastic limit of 20% and plasticity index of 40%. if the natural water content of the soil is 34%, then the consistency index is equal to
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Test: Properties of Soil - 3 - Question 10
The porosity of a soil sample is 30% and specific gravity of its particles is 2.75. Then Saturated unit weight is equal to
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