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.

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Elements of Elasticity and Stress Distribution MCQs | Page 15 of 19

Q141.
In Terzaghi’s Theory of one dimensional consolidation, the deformation occurs in __________
Discuss
Answer: (a).one direction only
Q142.
In Terzaghi’s Theory of one dimensional consolidation, soil is restrained against lateral deformation.
Discuss
Answer: (a).True
Q143.
In Terzaghi’s Theory of one dimensional consolidation, excess pore water drains out in __________
Discuss
Answer: (c).vertical direction only
Discuss
Answer: (b).free surface offering no resistance to flow of water
Q145.
In Terzaghi’s Theory of one dimensional consolidation, the change in thickness of a layer during consolidation is ___________
Discuss
Answer: (b).insignificant
Discuss
Answer: (c).due entirely to permeability of soil
Q147.
In one-dimensional consolidation, secondary consolidation is __________
Discuss
Answer: (d).disregarded
Discuss
Answer: (d).\(i=\frac{1}{γ_w}\frac{∂\overline{u}}{∂z} \)
Q149.
The rate of change of pore water pressure along the depth of layer represents ____________
Discuss
Answer: (c).hydraulic gradient
Discuss
Answer: (c).\(v=\frac{k}{γ_w}\frac{∂\overline{u}}{∂z}\)