Bearing Capacity MCQs

Welcome to our comprehensive collection of Multiple Choice Questions (MCQs) on Bearing Capacity, a fundamental topic in the field of Foundation Engineering. Whether you're preparing for competitive exams, honing your problem-solving skills, or simply looking to enhance your abilities in this field, our Bearing Capacity 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 Bearing Capacity mcq questions that explore various aspects of Bearing Capacity problems. Each MCQ is crafted to challenge your understanding of Bearing Capacity principles, enabling you to refine your problem-solving techniques. Whether you're a student aiming to ace Foundation Engineering tests, a job seeker preparing for interviews, or someone simply interested in sharpening their skills, our Bearing Capacity MCQs are your pathway to success in mastering this essential Foundation Engineering topic.

Note: Each of the following question comes with multiple answer choices. Select the most appropriate option and test your understanding of Bearing Capacity. 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 Bearing Capacity knowledge to the test? Let's get started with our carefully curated MCQs!

Bearing Capacity MCQs | Page 6 of 10

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Q51.
IS code recommends a bearing capacity equation, which is similar to __________

a.

Vesic

b.

Meyerhof and Brinch Hansen

c.

None of the mentioned

d.

All of the mentioned

Discuss
Answer: (b).Meyerhof and Brinch Hansen
Q52.
According to IS code, there are __________ types of failures of soil support beneath the foundation.

a.

2

b.

4

c.

3

d.

5

Discuss
Answer: (c).3
Q53.
The bearing capacity equation for strip footing as given IS standard, can be modified on the basis of ___________

a.

Shape of the footing

b.

Type of soil

c.

Bearing capacity

d.

All of the mentioned

Discuss
Answer: (a).Shape of the footing
Q54.
The value of shape factor S c, S q and S ฮณ for circular base is _________

a.

1.3, 1.2, 0.8

b.

1.3, 1.2, 0.6

c.

1.0, 1.0, 1.0

d.

1.2, 1.0 and 1.3

Discuss
Answer: (b).1.3, 1.2, 0.6
Q55.
The depth factor can be applied to footing only when ___________

a.

Back filling is compacted

b.

Shape factors are not used

c.

The base of the footing is circular

d.

All of the mentioned

Discuss
Answer: (a).Back filling is compacted
Q56.
The effect of the water table is taken into account for bearing capacity in the form of ___________

a.

Depth factor

b.

Inclination factor

c.

Correction factor

d.

Shape factor

Discuss
Answer: (c).Correction factor
Q57.
If the water table is located at the depth D, then the value of Wโ€™ is taken as ___________

a.

1

b.

0.5

c.

2

d.

0

Discuss
Answer: (b).0.5
Q58.
For cohesion less soils, having c=0 Indian standard code recommends that the bearing capacity can be calculated based on __________

a.

Relative density

b.

Standard penetration resistance value

c.

Static cone penetration

d.

All of the mentioned

Discuss
Answer: (d).All of the mentioned
Q59.
The standard penetration resistance is determined at a number of selected points at intervals of __________

a.

80 cm

b.

75 cm

c.

100 cm

d.

10 cm

Discuss
Answer: (b).75 cm
Q60.
The ultimate bearing capacity for cohesive soil can be calculated using the equation __________

a.

q nf = c Nc.sc

b.

q nf = c Nc.sc.dc.ic

c.

q nf = Nc.sc.dc

d.

q nf = sc.dc.ic

Discuss
Answer: (b).q nf = c Nc.sc.dc.ic
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