One Dimensional Consolidation MCQs

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

One Dimensional Consolidation MCQs | Page 20 of 22

Q191.
If a soil A has coefficient of volume change as 0.536m²/MN and the ratio of coefficient of volume change of A and B soils is 1.845, then find mv for soil B.
Discuss
Answer: (b).0.291 m²/MN
Q192.
A soil sample is having voids ratio 0.72 under a pressure of 200KN/m². If the void ratio is reduced to 0.5 under 450kn/m² load, then find the change in effective pressure.
Discuss
Answer: (b).250 kN/m²
Q193.
If the height of soil specimen is reduced from 0.28 cm to 1.926cm due to an increment of load of 100KN/m². Find the coefficient of volume change.
Discuss
Answer: (a).0.74m²/MN
Q194.
For n soil of height 2.08cm, coefficient of volume change mv=0.74 m²/MN. Find the settlement.
Discuss
Answer: (a).0.154cm
Q195.
The mᵥ for pressure range 100 to 200 KN/m² is 0.74 m² /MN. The change in void ratio is 0.157. Find the initial void ratio.
Discuss
Answer: (c).1.121
Q196.
If a clay layer is expected to settle 12cm under loading settles 3cm at the end of one month, then find the degree of consolidation.
Discuss
Answer: (a).25%
Q197.
If the initial voids ratio is 0.964 for a layer of height 100cm. It is located with 200KN/m² and the void ratio becomes 0.822. Find the settlement.
Discuss
Answer: (c).7.22 cm
Q198.
For the consolidation of 50%, find the time factor.
Discuss
Answer: (a).0.197
Q199.
For the consolidation of 90%, find the time factor.
Discuss
Answer: (b).0.848
Q200.
For a time factor Tv of 0.159, Find the degree of consolidation.
Discuss
Answer: (a).45%