Soil Mechanics and Foundation Engineering MCQs

Welcome to our comprehensive collection of Multiple Choice Questions (MCQs) on Soil Mechanics and Foundation Engineering, a fundamental topic in the field of Civil Engineering. Whether you're preparing for competitive exams, honing your problem-solving skills, or simply looking to enhance your abilities in this field, our Soil Mechanics and Foundation Engineering MCQs are designed to help you grasp the core concepts and excel in solving problems.

In this section, you'll find a wide range of Soil Mechanics and Foundation Engineering mcq questions that explore various aspects of Soil Mechanics and Foundation Engineering problems. Each MCQ is crafted to challenge your understanding of Soil Mechanics and Foundation Engineering principles, enabling you to refine your problem-solving techniques. Whether you're a student aiming to ace Civil Engineering tests, a job seeker preparing for interviews, or someone simply interested in sharpening their skills, our Soil Mechanics and Foundation Engineering MCQs are your pathway to success in mastering this essential Civil Engineering topic.

Note: Each of the following question comes with multiple answer choices. Select the most appropriate option and test your understanding of Soil Mechanics and Foundation Engineering. You can click on an option to test your knowledge before viewing the solution for a MCQ. Happy learning!

So, are you ready to put your Soil Mechanics and Foundation Engineering knowledge to the test? Let's get started with our carefully curated MCQs!

Soil Mechanics and Foundation Engineering MCQs | Page 18 of 28

Discover more Topics under Civil Engineering

Q171.
A soil sample of mass specific gravity 1.92, has a moisture content 30%. If the specific gravity of solids is 2.75, the degree of saturation, is

a.

95.4%

b.

95.5%

c.

95.6%

d.

95.7%

Discuss
Answer: (d).95.7%
Q172.
For slopes of limited extent the surface of slippage, is usually along

a.

a parabolic arc

b.

an elliptical arc

c.

a straight line

d.

a circular arc.

Discuss
Answer: (d).a circular arc.
Q173.
For a base failure of a slope, depth factor

a.

Df = 1

b.

Df < 1

c.

Df > 1

d.

none of these.

Discuss
Answer: (c).Df > 1
Q174.
A critical hydraulic gradient may occur when

a.

flow is in upward direction

b.

seepage pressure is in upward direction

c.

effective pressure is zero

d.

all the above.

Discuss
Answer: (d).all the above.
Q175.
A clay subjected to pressure in excess to its present over-burden, is said to be

a.

pre-compressed

b.

pre-consolidated

c.

over-consolidated

d.

all the above.

Discuss
Answer: (d).all the above.
Q176.
The total active earth pressure due to dry back fill with no surcharge, acts at H/3 above the base of the wall and is directly proportional to

a.

H

b.

√H

c.

H²

d.

H³

Discuss
Answer: (c).H²
Q177.
Stoke's law does not hold good if the size of particle is smaller than

a.

0.0002 mm

b.

0.002 mm

c.

0.02 mm

d.

0.2 mm

Discuss
Answer: (a).0.0002 mm
Q178.
In a purely cohesive soil, the critical centre lies at the intersection of

a.

perpendicular bisector of slope and the locus of the centre

b.

perpendicular drawn at l/3rd slope from toe and the locus of the centre

c.

perpendicular drawn at 2/3rd slope from toe and the locus of the centre

d.

directional angles

Discuss
Answer: (d).directional angles
Q179.
The angle of internal friction, is least for

a.

angular-grained loose sand

b.

angular -grained dense sand

c.

round-grained loose sand

d.

clays.

Discuss
Answer: (d).clays.
Q180.
In non-cohesive soil in passive state of plastic equilibrium

a.

major principal stress is horizontal

b.

minor principal stress is vertical

c.

major principal stress is vertical

d.

minor and major principal stresses are equally inclined to the horizontal.

Discuss
Answer: (b).minor principal stress is vertical
Page 18 of 28