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 22 of 22

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Q211.
Two clay layer of A and B of thickness 2cm and 3 cm is load with pressure of 200KN/m². If the time taken by soil A to reach 50% consolidation is 1/4th of that required by soil B to reach 50% consolidation, then find the ratio of coefficients of Permeability. Given that ratio of coefficient of volume change is 1.751.A clay sample 24mm thick takes 20 minutes to consolidate 50% with double drainage. The field clay layer from which sample was obtained takes 386 days to consolidate 50% with double drainage. Find the depth of the clay layer in the field.

a.

5.2344m

b.

2.4567m

c.

3.1143m

d.

4.2332m

Discuss
Answer: (b).3.1144m
Q212.
A clay sample 24mm thick takes 20 minutes to consolidate 50% with double drainage. The field clay layer from which sample was obtained takes 386 days to consolidate 50% with single drainage. Find the depth of the clay layer in the field.

a.

5m

b.

2m

c.

22m

d.

16m

Discuss
Answer: (b).2m
Q213.
A clay sample 24mm thick takes 20 minutes to consolidate 50% with single drainage. The field clay layer from which sample was obtained takes 386 days to consolidate 50% with single drainage. Find the depth of the clay layer in the field.

a.

200cm

b.

367cm

c.

400cm

d.

569cm

Discuss
Answer: (c).400cm
Q214.
A clay sample 24mm thick takes 20 minutes to consolidate 50% with single drainage. The field clay layer from which sample was obtained takes 386 days to consolidate 50% with double drainage. Find the depth of the clay layer in the field.

a.

800cm

b.

500cm

c.

600cm

d.

480cm

Discuss
Answer: (a).800cm
Q215.
For a foundation, find the elapsed time in which 10% of ultimate settlement will occur. The coefficient of consolidation is 4*10¯âīcm²/s. The average drainage path is 50cm.

a.

19.9 hours

b.

15.5 hours

c.

13.9 hours

d.

17.5 hours

Discuss
Answer: (c).13.9 hours
Q216.
For a foundation, find the elapsed time in which 90% of ultimate settlement will occur. The coefficient of consolidation is 4*10¯âīcm²/s. The average drainage path is 50cm.

a.

56.38 days

b.

43.78 days

c.

61.34 days

d.

78.23 days

Discuss
Answer: (c).61.34 days
Q217.
If initial voids ratio is 1.08, then find the compression index.

a.

0.524

b.

0.243

c.

0.728

d.

0.871

Discuss
Answer: (b).0.243
Q218.
If excess hydraulic pressure is 19.62 KN/m² then find the hydraulic head.

a.

2m

b.

4m

c.

8m

d.

16m

Discuss
Answer: (a).2m
Q219.
Find the hydrostatic pressure of water at depth 10m.

a.

98.1KN/m²

b.

54. 1KN/m²

c.

32. 1KN/m²

d.

43. 1KN/m²

Discuss
Answer: (a).98.1KN/m²
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