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 21 of 22

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Q201.
For a time factor Tᵥ of 0.567, find the degree of consolidation.

a.

37%

b.

60%

c.

80%

d.

95%

Discuss
Answer: (c).80%
Q202.
For a dry mass of soil of 180.4g and height of solids as 13.45mm with cross-sectional area as 50cm², find the specific gravity of soil.

a.

2.68

b.

8.33

c.

1.64

d.

5.32

Discuss
Answer: (a).2.68
Q203.
For final void ratio 0.886 and water content of 30%, find the specific gravity.

a.

4.68

b.

2.68

c.

1.45

d.

2.45

Discuss
Answer: (b).2.68
Q204.
For a mass of 3.192g of soil with voids ratio 0.532, Find its saturated mass density.

a.

2.084 g/cm³

b.

1.097 g/cm³

c.

3.593 g/cm³

d.

5.237 g/cm³

Discuss
Answer: (a).2.084 g/cm³
Q205.
For a mass of 3.192g of soil with voids ratio 0.532, find its saturated unit weight.

a.

20.44 KN/m³

b.

76.22 KN/m³

c.

23.55 KN/m³

d.

50.43 KN/m³

Discuss
Answer: (a).20.44 KN/m³
Q206.
For a remolded sample of clay with liquid limit of 45%, find its compression index.

a.

0.753

b.

0.561

c.

0.493

d.

0.245

Discuss
Answer: (d).0.245
Q207.
For an ordinary clay of medium sensitivity, the value of compression index is _____ if liquid limit is 50%.

a.

0.36

b.

0.45

c.

0.12

d.

0.64

Discuss
Answer: (a).0.36
Q208.
If change in voids ratio is 0.18 and change in effective pressure is 100KN/m², then the coefficient of compressibility is ______

a.

2.5×10¯³ m²/kN

b.

2×10¯³ m²/kN

c.

9×10¯³ m²/kN

d.

9.5×10¯³ m²/kN

Discuss
Answer: (b).2×10¯³ m²/kN
Q209.
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 consolidation.

a.

2.4432

b.

1.7778

c.

4.3312

d.

5.3489

Discuss
Answer: (b).1.7778
Q210.
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.

5.234

b.

2.456

c.

3.114

d.

4.233

Discuss
Answer: (c).3.114
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