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DFCCIL_CE _Quiz 46

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Question 1

The void ratio for saturated soil is equal to ______ of water content and specific gravity of solids.

Question 2

Which of the following assumptions are made in sedimentation analysis of soil?

(i) The soil particle is spherical in nature.

(ii) The size of the soil particle should not be less than 0.02 mm.

(iii) All soil particles are incompressible.

(iv) The specific gravity of all particles is same.

Question 3

The 3-Phase diagram of soil consist of

Question 4

For a sand to be well graded

(i) coefficient of uniformity > 6

(ii) Coefficient of uniformity > 4

(iii) Coefficient of curvature lies between 1 to 3

Question 5

A soil mass is having 66% of particles passing through 0.075mm seive. The liquid limit of the soil is 60% and plastic limit is 33%. The soil can be classified as

Question 6

Which one of the following is the most active clay material?
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Jul 19AE & JE Exams