All Courses
Get the App Signup / Login
Sign in Open App
Civil Engineering (CE) Exam  >  Civil Engineering (CE) Tests  >  GATE Civil Engineering (CE) 2025 Mock Test Series  >  Test: Compressibility & Consolidation - 1 - Civil Engineering (CE) MCQ

Test: Compressibility & Consolidation - 1 - Civil Engineering (CE) MCQ


Test Description

10 Questions MCQ Test GATE Civil Engineering (CE) 2025 Mock Test Series - Test: Compressibility & Consolidation - 1

Test: Compressibility & Consolidation - 1 for Civil Engineering (CE) 2024 is part of GATE Civil Engineering (CE) 2025 Mock Test Series preparation. The Test: Compressibility & Consolidation - 1 questions and answers have been prepared according to the Civil Engineering (CE) exam syllabus.The Test: Compressibility & Consolidation - 1 MCQs are made for Civil Engineering (CE) 2024 Exam. Find important definitions, questions, notes, meanings, examples, exercises, MCQs and online tests for Test: Compressibility & Consolidation - 1 below.
Solutions of Test: Compressibility & Consolidation - 1 questions in English are available as part of our GATE Civil Engineering (CE) 2025 Mock Test Series for Civil Engineering (CE) & Test: Compressibility & Consolidation - 1 solutions in Hindi for GATE Civil Engineering (CE) 2025 Mock Test Series course. Download more important topics, notes, lectures and mock test series for Civil Engineering (CE) Exam by signing up for free. Attempt Test: Compressibility & Consolidation - 1 | 10 questions in 30 minutes | Mock test for Civil Engineering (CE) preparation | Free important questions MCQ to study GATE Civil Engineering (CE) 2025 Mock Test Series for Civil Engineering (CE) Exam | Download free PDF with solutions
Test: Compressibility & Consolidation - 1 - Question 1
Save

Consider the following statements:
1. Coefficient of consolidation normally increases with decreasing liquid limit of clay.
2. The larger the value of coefficient of consolidation, the longer it takes for full consolidation to occur.
Which of these statements is/are correct?

Detailed Solution for Test: Compressibility & Consolidation - 1 - Question 1

From Taylor’s formula, we have,

For full consolidation i.e. U = 100%. Tv will more or less be a constant.

Thus, larger the value of coefficient of consolidation, smaller it takes for full consolidation to occur.

Test: Compressibility & Consolidation - 1 - Question 2
Save

The virgin compression curve for a soil is shown in figure given below. What is the compression index of the soil?

Detailed Solution for Test: Compressibility & Consolidation - 1 - Question 2

Compression index is given by the equation, 

1 Crore+ students have signed up on EduRev. Have you? Download the App
Test: Compressibility & Consolidation - 1 - Question 3
Save

The e-p curve for a soil is shown in the figure below. The coefficient of compressibility (in m2kN) of the soil is

Detailed Solution for Test: Compressibility & Consolidation - 1 - Question 3

Coefficient of compressibility,

Test: Compressibility & Consolidation - 1 - Question 4
Save

The figure given shows the state of a sample of clay before and after consolidation. Based on these figures, the settlement of a clay layer of initial thickness H will be
Detailed Solution for Test: Compressibility & Consolidation - 1 - Question 4

Test: Compressibility & Consolidation - 1 - Question 5
Save

The settlement analysis for a clay layer draining from top and bottom shows a settlement of 2.5 cm in 4 years and an ultimate settlement of 10 cm. However detailed subsurface investigation reveals that there is no drainage at the bottom. The ultimate settlement in this condition will be
Detailed Solution for Test: Compressibility & Consolidation - 1 - Question 5

Ultimate settlement does not depend upon drainage condition.

Test: Compressibility & Consolidation - 1 - Question 6
Save

Match List-I with List-II and select the correct answer using the codes given below the lists (notations have their usual meaning):

List-I
A. Coefficient of compressibility
B. Com pression index
C. Time factor
D. Coefficient of volume compressibility

List-ll
1. mv
2. Cvt / H2
3. av
4. Cc

Codes:
     A B C D
(a) 3 2 4 1
(b) 1 2 4 3
(c) 1 4 2 3
(d) 3 4 2 1
Test: Compressibility & Consolidation - 1 - Question 7
Save

The liquid limit of a saturated normally consolidated soil is 59%. The compression index of this soil for the virgin compression curve will be
Detailed Solution for Test: Compressibility & Consolidation - 1 - Question 7

Cc = 0.009 (LL - 10)
= 0.009 (59 - 10)
= 0.441

Test: Compressibility & Consolidation - 1 - Question 8
Save

Coefficient of consolidation is used to calculate
Detailed Solution for Test: Compressibility & Consolidation - 1 - Question 8

The average degree of consolidation depends upon the non-dimensional time factor Tv. The time factor Tv depends upon the coefficient of consolidation Cv, time t and drainage path d.

Test: Compressibility & Consolidation - 1 - Question 9
Save

The value of a compression index for remoulded sample, whose liquid limit is 50%, is
Detailed Solution for Test: Compressibility & Consolidation - 1 - Question 9

For remoulded sample,
Cc = 0.007 (LL - 10)
= 0.007 (50 - 10) = 0.28

Test: Compressibility & Consolidation - 1 - Question 10
Save

Rate of consolidation
Detailed Solution for Test: Compressibility & Consolidation - 1 - Question 10

With increase in temperature viscosity of water decreases and coefficient of permeability increases.
As coefficient of consolidation

∴ Cv  increases and rate of consolidation increase.

31 docs|280 tests
Join Course
Information about Test: Compressibility & Consolidation - 1 Page
In this test you can find the Exam questions for Test: Compressibility & Consolidation - 1 solved & explained in the simplest way possible. Besides giving Questions and answers for Test: Compressibility & Consolidation - 1, EduRev gives you an ample number of Online tests for practice

Top Courses for Civil Engineering (CE)

Download as PDF

Top Courses for Civil Engineering (CE)

Important Questions for Compressibility & Consolidation - 1

Find all the important questions for Compressibility & Consolidation - 1 at EduRev.Get fully prepared for Compressibility & Consolidation - 1 with EduRev's comprehensive question bank and test resources. Our platform offers a diverse range of question papers covering various topics within the Compressibility & Consolidation - 1 syllabus. Whether you need to review specific subjects or assess your overall readiness, EduRev has you covered. The questions are designed to challenge you and help you gain confidence in tackling the actual exam. Maximize your chances of success by utilizing EduRev's extensive collection of Compressibility & Consolidation - 1 resources.

Compressibility & Consolidation - 1 MCQs with Answers

Prepare for the Compressibility & Consolidation - 1 within the Civil Engineering (CE) exam with comprehensive MCQs and answers at EduRev. Our platform offers a wide range of practice papers, question papers, and mock tests to familiarize you with the exam pattern and syllabus. Access the best books, study materials, and notes curated by toppers to enhance your preparation. Stay updated with the exam date and receive expert preparation tips and paper analysis. Visit EduRev's official website today and access a wealth of videos and coaching resources to excel in your exam.

Online Tests for Compressibility & Consolidation - 1 GATE Civil Engineering (CE) 2025 Mock Test Series

Practice with a wide array of question papers that follow the exam pattern and syllabus. Our platform offers a user-friendly interface, allowing you to track your progress and identify areas for improvement. Access detailed solutions and explanations for each test to enhance your understanding of concepts. With EduRev's Online Tests, you can build confidence, boost your performance, and ace Compressibility & Consolidation - 1 with ease. Join thousands of successful students who have benefited from our trusted online resources.
© EduRev
Education Revolution
Follow Us
Signup to see your scores go up
within 7 days!
Takes less than 10 seconds to signup