Test: Properties of Soil - 3


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10 Questions MCQ Test GATE Civil Engineering (CE) 2023 Mock Test Series | Test: Properties of Soil - 3

Test: Properties of Soil - 3 for Civil Engineering (CE) 2023 is part of GATE Civil Engineering (CE) 2023 Mock Test Series preparation. The Test: Properties of Soil - 3 questions and answers have been prepared according to the Civil Engineering (CE) exam syllabus.The Test: Properties of Soil - 3 MCQs are made for Civil Engineering (CE) 2023 Exam. Find important definitions, questions, notes, meanings, examples, exercises, MCQs and online tests for Test: Properties of Soil - 3 below.
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Test: Properties of Soil - 3 - Question 1

Select the correct range of Density Index ID

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e can range from emax to emin depending upon loosest condition to densest condition.

Test: Properties of Soil - 3 - Question 2

If the plasticity index of a soil mass is zero the soil is

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Coarse grained soils like sand cannot achieve the plastic state of consistency and their liquid and plastic limit are said to coincide.

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

Test: Properties of Soil - 3 - Question 4

Stake’s law is valid only if the size of the particle is

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Diameter larger than 0.2 mm causes turbulence.
Diameter less than 0.0002 mm causes brownian movement and velocity of settlement is too small for accurate measurement.

Test: Properties of Soil - 3 - Question 5

Water content of soil can be

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The water content of some of the fine-gained soils may be even more than 100%, which indicates that more than 50% of the total mass is that of water.

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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