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Foundation Engineering MCQs | Page - 8

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.

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Mr. Dubey • 51.43K Points
Coach

Q. 71) For the design of gravity dam, the minimum value of F(factor of safety) against sliding should be                      

(A) 2.0
(B) 1.5
(C) 0.5
(D) 4.0
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Mr. Dubey • 51.43K Points
Coach

Q. 72) The load carrying capacity of a pile can be determined by which of the following methods?

(A) dynamic formulae
(B) static formulae
(C) plate load test
(D) all of the mentioned
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Mr. Dubey • 51.43K Points
Coach

Q. 73)                    type of soil.

(A) fine grained soil
(B) coarse grained soil
(C) cohesive soil
(D) none of the mentioned
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Mr. Dubey • 51.43K Points
Coach

Q. 74) The depth of exploration for isolated spread footing is                        

(A) 40 m
(B) 30 m
(C) 25 m
(D) 15 m
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Mr. Dubey • 51.43K Points
Coach

Q. 75) Auger is suitable for                

(A) soft to stiff clays
(B) very stiff clays
(C) sandy soils
(D) hard clays
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Mr. Dubey • 51.43K Points
Coach

Q. 76) A                  sample has preserved natural structure of soil.

(A) undisturbed
(B) disturbed
(C) non-representative
(D) remoulded
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Mr. Dubey • 51.43K Points
Coach

Q. 77)                  sample has the natural structure of soil as modified.

(A) undisturbed
(B) disturbed
(C) representative
(D) non-remoulded
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Mr. Dubey • 51.43K Points
Coach

Q. 78) The depth up to which the increase in pressure due to structural loading is likely to cause perceptible settlement is                

(A) insignificant depth
(B) significant depth
(C) trifling depth
(D) nugatory
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Mr. Dubey • 51.43K Points
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Q. 79) Hand auger can be used for depths up to

(A) 7 m
(B) 6 m
(C) 2 m
(D) 10 m
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Mr. Dubey • 51.43K Points
Coach

Q. 80) Auger boring is used in                      type of soil.

(A) cohesion less soil
(B) cohesive soil
(C) coarse-grained soil
(D) pervious soil
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