Home / Engineering / Geotechnical Engineering MCQs / Page 1

Geotechnical Engineering MCQs | Page - 1

Dear candidates you will find MCQ questions of Geotechnical 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 • 51.33K Points
Coach

Q. 1) Which one of the following clays behaves like a dense sand?

(A) Over-consolidated clay with a high over-consolidation ratio
(B) Over-consolidated clay with a low over-consolidation ratio
(C) Normally consolidated clay
(D) Under-consolidated clay
View Answer Discuss Share

M

Mr. Dubey • 51.33K Points
Coach

Q. 2) During seepage through a soil, direction of seepage is always

(A) Parallel to equipotential lines
(B) Perpendicular to stream lines
(C) Perpendicular to equipotential lines
(D) None of these
View Answer Discuss Share

M

Mr. Dubey • 51.33K Points
Coach

Q. 3) The seepage force in a soil, is

(A) Perpendicular to the equipotential lines
(B) Proportional to the exit gradient
(C) Proportional to the head loss
(D) All the above
View Answer Discuss Share

M

Mr. Dubey • 51.33K Points
Coach

Q. 4) Pick up the correct statement from the following:

(A) Coefficient of compressibility is the decrease in void ratio per unit increase of pressure
(B) The percent settlement at any time is called degree of consolidation
(C) Time factor is a dimensionless quantity
(D) All the above
View Answer Discuss Share

M

Mr. Dubey • 51.33K Points
Coach

Q. 5) Direct measurement of permeability of the specimen at any stage of loading can be made

(A) Only in fixed ring type consolidometer
(B) Only in floating ring type consolidometer
(C) Both (A) and (B)
(D) None of the above
View Answer Discuss Share

M

Mr. Dubey • 51.33K Points
Coach

Q. 6) The property of a soil which allows it to be deformed rapidly without rupture, elastic rebound and also a volume change, is known

(A) Porosity
(B) Plasticity
(C) Permeability
(D) Ductility
View Answer Discuss Share

M

Mr. Dubey • 51.33K Points
Coach

Q. 7) Failure of the stability of slopes, generally occurs along

(A) Slip plane
(B) A horizontal surface
(C) A curved surface
(D) All the surfaces
View Answer Discuss Share

M

Mr. Dubey • 51.33K Points
Coach

Q. 8) The shearing force acting along the slice of a curved surface of slippage, causes the soil to slide

(A) Down at the centre
(B) Down at the toe
(C) Upward at the centre
(D) None of these
View Answer Discuss Share

M

Mr. Dubey • 51.33K Points
Coach

Q. 9) With the increase in the amount of compaction energy

(A) Optimum water content increases but maximum dry density decreases
(B) Optimum water content decreases but maximum dry density increases
(C) Both optimum water content and maximum dry density increase
(D) Both optimum water content and maximum dry density decrease
View Answer Discuss Share

M

Mr. Dubey • 51.33K Points
Coach

Q. 10) Soils containing organic matters

(A) Are of spongy nature
(B) Swell with decrease of moisture
(C) Shrink with increase of moisture content
(D) None of these
View Answer Discuss Share