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 6 of 8

Discover more Topics under Geotechnical Engineering

Q51.
Slaking is due to the ______ into the drying of the soil below the shrinkage limit.
Discuss
Answer: (c).entry of air
Q52.
The bulking of sand is maximum when the water content is _________
Discuss
Answer: (b).5 to 6%
Discuss
Answer: (a).Rise of ground water surface
Q54.
If the void ratio is 40% in saturated soil, then the expansion of the soil will be __________
Discuss
Answer: (c).3.6%
Q55.
What are the types of soils, that are prone to frost action?
Discuss
Answer: (a).Sand and Silt
Q56.
What is the maximum capillary tension for a tube of 0.05 mm diameter at 4°c?
Discuss
Answer: (a).6.05 KN/m³
Discuss
Answer: (b).3% particle are smaller than 0.002 mm
Q58.
The ground surface up to which water freeze is called ___________
Discuss
Answer: (c).Frost line
Q59.
The temperature at which the soil freezes in the pores of the soil depend on __________
Discuss
Answer: (a).Pore size
Q60.
Silt soils are more susceptible to frost action than __________
Discuss
Answer: (a).Sand soil and Clayey soil
Page 6 of 8