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 7 of 28

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Q61.
The coefficient of compressibility of soil, is the ratio of
Discuss
Answer: (b).strain to stress
Q62.
If the failure of a finite slope occurs through the toe, it is known as
Discuss
Answer: (d).toe failure.
Discuss
Answer: (d).all the above.
Discuss
Answer: (d).weight of water to weight of solids of given mass of soil.
Q65.
Accurate determination of water content, is made by
Discuss
Answer: (d).oven-drying method.
Q66.
The relationship between void ratio (e) and porosity ratio (n) is :
Discuss
Answer: (d).e = n/(1 - n)
Q67.
Failure of the stability of slopes, generally occurs along
Discuss
Answer: (c).a curved surface
Discuss
Answer: (b).Failure plane does not carry maximum shear stress
Discuss
Answer: (d).Weathering โ†’ transportation โ†’ deposition โ†’ upheaval
Q70.
The weight of a pycnometer containing 400 g sand and water full to the top is 2150 g. The weight of pycnometer full of clean water is 1950 g. If specific gravity of the soil is 2.5, the water content is
Discuss
Answer: (d).20%