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 3 of 13

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Discuss
Answer: (c).Soil particles has different specific gravity
Q22.
The sedimentation analysis is based on _________ law.
Discuss
Answer: (a).Stoke
Q23.
In the formula, f=105√(300 ɳ/(g-1)Vw), the factor ɳ depends on__________
Discuss
Answer: (c).Temperature
Q24.
The lower limit of particle size allowed in sedimentation analysis is ________
Discuss
Answer: (a).0.0002 mm
Q25.
1 poise is equivalent to _________
Discuss
Answer: (b).0.1 NS/ m²
Q26.
The unit weight of water in v=(2/g)r2(Vs-Vw/Ι³) is taken as ________
Discuss
Answer: (a).9.81 kn/m²
Q27.
The Swedish agriculturist who divided the entire range of consistency from liquid to solid states is __________
Discuss
Answer: (d).Atterberg
Q28.
Which of the following is not useful for engineer purpose, as proposed by Atterberg?
Discuss
Answer: (c).Solid limit
Q29.
According to Goldschmidt theory, the plasticity in soil is due to __________
Discuss
Answer: (a).Electro-magnetic charges
Q30.
Clay does not become plastic, when mixed with ___________
Discuss
Answer: (b).Kerosene