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 3 of 10

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Q21.
An analysis of the condition of complete bearing capacity failure is usually termed as ___________
Discuss
Answer: (a).General shear failure
Q22.
The concept of analysis of bearing capacity failure was first developed by ___________
Discuss
Answer: (c).Prandtl
Q23.
For purely cohesive soil, the bearing capacity is given by which of the following equation?
Discuss
Answer: (a).qf = 5.7 c + ΟƒΜ…
Q24.
The parameters Nc, Nq, NΞ³ in the equations of bearing capacity failure are known as _________
Discuss
Answer: (b).Bearing capacity factors
Q25.
For purely cohesive soil, local shear failure may be assumed to occur when the soil is ___________
Discuss
Answer: (b).Soft to medium
Q26.
Which of the following is a limitation, of assumption in Terzaghi’s analysis?
Discuss
Answer: (a).Ο† changes when the soil is compressed and strip footing has a rough base
Q27.
Which of the following are original Terzaghi values for NΞ³?
Discuss
Answer: (a).34° and 48°
Q28.
According to the assumptions in Terzaghi’s analysis, the soil is _______________
Discuss
Answer: (a).Homogeneous and Isotropic
Q29.
The Terzaghi’s general bearing capacity equation is represented as ___________
Discuss
Answer: (b).qf = c Nc + ΟƒΜ…. Nq + 0.5Ξ³BNΞ³
Q30.
Local shear failure generally occurs in ___________
Discuss
Answer: (c).Loose sand
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