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Civil Engineering (CE) Exam  >  Civil Engineering (CE) Tests  >  Test: Settlement Analysis- 1 - Civil Engineering (CE) MCQ

Test: Settlement Analysis- 1 - Civil Engineering (CE) MCQ


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5 Questions MCQ Test - Test: Settlement Analysis- 1

Test: Settlement Analysis- 1 for Civil Engineering (CE) 2024 is part of Civil Engineering (CE) preparation. The Test: Settlement Analysis- 1 questions and answers have been prepared according to the Civil Engineering (CE) exam syllabus.The Test: Settlement Analysis- 1 MCQs are made for Civil Engineering (CE) 2024 Exam. Find important definitions, questions, notes, meanings, examples, exercises, MCQs and online tests for Test: Settlement Analysis- 1 below.
Solutions of Test: Settlement Analysis- 1 questions in English are available as part of our course for Civil Engineering (CE) & Test: Settlement Analysis- 1 solutions in Hindi for Civil Engineering (CE) course. Download more important topics, notes, lectures and mock test series for Civil Engineering (CE) Exam by signing up for free. Attempt Test: Settlement Analysis- 1 | 5 questions in 15 minutes | Mock test for Civil Engineering (CE) preparation | Free important questions MCQ to study for Civil Engineering (CE) Exam | Download free PDF with solutions
Test: Settlement Analysis- 1 - Question 1
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The total settlement of a footing in clay is considered to be consisting of ___________ components.

Detailed Solution for Test: Settlement Analysis- 1 - Question 1

According to Skempton and Bjerrum, the total settlement of a footing in clay may be considered to consist of three components
S = Si + Sc + Ss.

Test: Settlement Analysis- 1 - Question 2
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The immediate settlement can be computed from the expression, based on ______

Detailed Solution for Test: Settlement Analysis- 1 - Question 2

The immediate settlement is the elastic settlement and can be computed from the following expression based on the theory of elasticity,
Si = q B (1-μ2/E s) I w.

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Test: Settlement Analysis- 1 - Question 3
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The equation for computing immediate settlement “Si = μ0μ1 q B ( 1-μ2/Es )” was proposed by _____

Detailed Solution for Test: Settlement Analysis- 1 - Question 3

In 1966, Janbu, Bjerrum, and Kjaernsli have proposed the following equation for computing the immediate settlement:
Si = μ0μ1 q B (1-μ2/Es).

Test: Settlement Analysis- 1 - Question 4
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A combined footing may be rectangular in shape if both the columns carry _____
Detailed Solution for Test: Settlement Analysis- 1 - Question 4

The combined footing may be rectangular in shape if both the columns carry equal loads, or may be trapezoidal if they carry unequal loads.

Test: Settlement Analysis- 1 - Question 5
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The component Sc, used in the total settlement of clay refers to which of the following?
Detailed Solution for Test: Settlement Analysis- 1 - Question 5

The three components used in total settlement of clay are given below:
Sc = consolidation settlement
Si = immediate elastic settlement
Ss = settlement due to secondary consolidation of clay.

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