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Foundation Engineering MCQs | Page - 10

Dear candidates you will find MCQ questions of Foundation Engineering here. Learn these questions and prepare yourself for coming examinations and interviews. You can check the right answer of any question by clicking on any option or by clicking view answer button.

M

Mr. Dubey • 51.43K Points
Coach

Q. 91) The method used for studying of horizontal changes in the sub-soil is                

(A) resistive soundings
(B) resistive mapping
(C) mean resistivity
(D) critical distance
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M

Mr. Dubey • 51.43K Points
Coach

Q. 92) The commonly used penetration test are

(A) is penetration test
(B) cone penetration test
(C) dutch standard test
(D) all of the mentioned
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M

Mr. Dubey • 51.43K Points
Coach

Q. 93) In the seismic refraction method, the waves sent along the ground surface is picked by                    

(A) geo satellite instrument
(B) geophone
(C) wave detector
(D) all of the mentioned
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M

Mr. Dubey • 51.43K Points
Coach

Q. 94) Thick wall samplers have area ratio             

(A) greater than 20 -35%
(B) greater than 10- 25%
(C) lesser than 10 -25%
(D) lesser than 15 -35%
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M

Mr. Dubey • 51.43K Points
Coach

Q. 95) The inside clearance of the sampler should

(A) lie between 1 to 3%
(B) be less than 1%
(C) lie between 2 to 6%
(D) lie between 1 to 6%
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M

Mr. Dubey • 51.43K Points
Coach

Q. 96)                sampler is suitable for soft soils.

(A) open drive sampler
(B) rotary sampler
(C) stationary position
(D) no sampler
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Mr. Dubey • 51.43K Points
Coach

Q. 97) Explanation: The stationary position sampler is suitable for soft soils. The stationary

(A) inner liner
(B) oil
(C) trap valve
(D) wood
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Mr. Dubey • 51.43K Points
Coach

Q. 98) For soft sensitive soil, the area ratio of sample              

(A) should not exceed 20%
(B) should not exceed 10%
(C) should not exceed 15%
(D) should not exceed 40%
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Mr. Dubey • 51.43K Points
Coach

Q. 99) The parameters Nc, Nq, Nγ in the equations of bearing capacity failure are known as                    

(A) constant head
(B) bearing capacity factors
(C) effective pressure
(D) load intensity
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M

Mr. Dubey • 51.43K Points
Coach

Q. 100) For purely cohesive soil, local shear failure may be assumed to occur when the soil is

(A) medium to soft
(B) soft to medium
(C) hard
(D) all of the mentioned
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