Soil Water Effective and Neutral Stresses MCQs

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

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

Soil Water Effective and Neutral Stresses MCQs | Page 4 of 8

Discover more Topics under Geotechnical Engineering

Q31.
When do the soil suction is reduced to zero value?
Discuss
Answer: (c).Dry soil is submerged
Q32.
The size of interstices in a soil depends on ____________
Discuss
Answer: (c).Soil structure
Q33.
The capillary pressure, transferred from grain to grain in soil may be also called as ____________
Discuss
Answer: (d).All of the mentioned
Q34.
Volume change in soil is due to which of the following factor?
Discuss
Answer: (a).Water content is changed
Q35.
Large volume changes in clayey soils results in ____________
Discuss
Answer: (b).Structural damage
Discuss
Answer: (b).Increase in volume without any constrains
Q37.
What are the minerals, responsible for large volume decrease in soil on drying in clayey soils?
Discuss
Answer: (a).Ilite and Kaolinite
Discuss
Answer: (a).Compression in the soil structure and Reduction in the volume
Discuss
Answer: (b).When the soil is fully saturated
Q40.
Shrinkage is prominent in ____________ soil.
Discuss
Answer: (a).Clay
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