Elements of Elasticity and Stress Distribution MCQs

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

Elements of Elasticity and Stress Distribution MCQs | Page 9 of 19

Discover more Topics under Geotechnical Engineering

Discuss
Answer: (d).\((\frac{βˆ‚^2}{βˆ‚x^2} +\frac{βˆ‚^2}{βˆ‚z^2})(Οƒ_x+Οƒ_z )=0\)
Q82.
The stresses due to self weight of the soil are known as ______________
Discuss
Answer: (a).geostatic stresses
Q83.
If XY pane is considered to be ground surface and the z-axis as depth, then this condition is known as _______
Discuss
Answer: (a).semi-infinite
Q84.
When there is no eternal loading, the principal is _______
Discuss
Answer: (b).ground plane
Discuss
Answer: (a).both horizontal and vertical planes will be devoid of shear stress
Q86.
The vertical stress at a point within soil mass at a depth z is ____________
Discuss
Answer: (d).Οƒz=Ξ³z
Q87.
On simplifying the compatibility equation in terms of stresses with respect to Poisson’s ratio is given by _________
Discuss
Answer: (b).Οƒx=Οƒy=\(\frac{ΞΌ}{1-ΞΌ}Ξ³z\)
Q88.
If z-axis is considered to be directed downward from ground surface, then the stress component in y-axis at a point at a depth z due to self weight of soil above it is ___________
Discuss
Answer: (d).\(Οƒ_y=\frac{ΞΌ}{1-ΞΌ}Ξ³z \)
Q89.
If z-axis is considered to be directed downward from ground surface, then the stress component in z-axis at a point at a depth z due to self weight of soil above it is ___________
Discuss
Answer: (a).Οƒz=Ξ³z
Q90.
At a certain point within soil mass, the stresses are caused only because of surface loadings.
Discuss
Answer: (b).False