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 5 of 8

Discuss
Answer: (a).Compressive force is maximum and Shrinkage is maximum
Q42.
Presence of sand and silt-size particles in a clay deposit reduces_____________
Discuss
Answer: (d).Total shrinkage
Q43.
Decrease in water content causes _______
Discuss
Answer: (a).shrinkage
Q44.
Increase in water content causes _______
Discuss
Answer: (b).swelling
Q45.
Arrange the following to explain the shrinkage of the soils.

I. Compression in soil
II. Formation of meniscus
III. Reduction in volume
Discuss
Answer: (a).(II), (I), (III)
Q46.
When the meniscus attains a minimum value, shrinkage is ________
Discuss
Answer: (a).maximum
Q47.
The degree of shrinkage does not depend upon _________
Discuss
Answer: (c).cation exchange capacity
Q48.
Arrange the following to explain the swelling of the soils.

I. Increase in tension in the pore water
II. Reduction in compressive stress in the soil
III. Menisci are destroyed
Discuss
Answer: (c).(III), (I), (II)
Q49.
Free swell ceases when the water content reaches ________
Discuss
Answer: (c).shrinkage limit
Q50.
The slaking of the clay occurs when clayey soil is dried ________
Discuss
Answer: (a).below the shrinkage limit
Page 5 of 8