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 1 of 13

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Q1.
The Swedish agriculturist who divided the entire range of consistency from liquid to solid states is __________
Discuss
Answer: (d).Atterberg
Q2.
Which of the following is not useful for engineer purpose, as proposed by Atterberg?
Discuss
Answer: (c).Solid limit
Q3.
According to Goldschmidt theory, the plasticity in soil is due to __________
Discuss
Answer: (a).Electro-magnetic charges
Q4.
Clay does not become plastic, when mixed with ___________
Discuss
Answer: (b).Kerosene
Q5.
In consistency of soil, the limits are expressed in terms of__________
Discuss
Answer: (a).Per cent water content
Q6.
Which of the following is not considered as one of the state, as divided by Atterberg?
Discuss
Answer: (b).Gaseous state
Q7.
The grooving tool which is used for finding liquid limit is _________
Discuss
Answer: (a).ASTM tools
Q8.
The depth of the groove cut by casagrande tool for determining the liquid limit is ______
Discuss
Answer: (b).11.0 mm
Q9.
The type of tools which is preferred for sandy soil for the purpose of grooving is _______
Discuss
Answer: (a).ASTM tool
Q10.
What is the diameter of the sieve that is used for finding the liquid limit?
Discuss
Answer: (c).425 microns