Index Properties Determination MCQs

Welcome to our comprehensive collection of Multiple Choice Questions (MCQs) on Index Properties Determination, 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 Index Properties Determination 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 Index Properties Determination mcq questions that explore various aspects of Index Properties Determination problems. Each MCQ is crafted to challenge your understanding of Index Properties Determination 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 Index Properties Determination 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 Index Properties Determination. 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 Index Properties Determination knowledge to the test? Let's get started with our carefully curated MCQs!

Index Properties Determination MCQs | Page 13 of 13

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Q121.
If the collapsible potential values of the soil are 0-1%, what will be the severity of the problem?
Discuss
Answer: (c).No problem
Q122.
Collapsible soils undergoes large decrease in volume due to __________
Discuss
Answer: (b).Increase in moisture content
Q123.
Collapsible soils are usually present in areas of __________
Discuss
Answer: (a).Semi-arid regions and Arid regions
Q124.
The loose bulky grains in collapsible soil are held together by__________
Discuss
Answer: (c).Capillary stress
Q125.
The capillary potential (CP) of the collapsible soil varies with _________
Discuss
Answer: (a).Degree of saturation and Pressure
Q126.
At a given overburden pressure (Po) for a collapsible soil, its collapsible potential depends on _________
Discuss
Answer: (a).Degree of saturation
Q127.
A clay specimen has an unconfined compressive strength of 240 Kn/m² in a distributed state. On remolding, the unconfined compressive strength is 54 Kn/m². What will be the sensitivity of clay?
Discuss
Answer: (d).4.44
Q128.
The structural collapse for a clay soil usually occurs at __________
Discuss
Answer: (a).First saturation