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Civil Engineering (CE) Exam  >  Civil Engineering (CE) Tests  >  Test: Stress Distribution in Soil - Civil Engineering (CE) MCQ

Test: Stress Distribution in Soil - Civil Engineering (CE) MCQ


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9 Questions MCQ Test - Test: Stress Distribution in Soil

Test: Stress Distribution in Soil for Civil Engineering (CE) 2024 is part of Civil Engineering (CE) preparation. The Test: Stress Distribution in Soil questions and answers have been prepared according to the Civil Engineering (CE) exam syllabus.The Test: Stress Distribution in Soil MCQs are made for Civil Engineering (CE) 2024 Exam. Find important definitions, questions, notes, meanings, examples, exercises, MCQs and online tests for Test: Stress Distribution in Soil below.
Solutions of Test: Stress Distribution in Soil questions in English are available as part of our course for Civil Engineering (CE) & Test: Stress Distribution in Soil 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: Stress Distribution in Soil | 9 questions in 30 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: Stress Distribution in Soil - Question 1
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A line load of infinite length has an intensity q per unit length. What is the vertical stress σz at a depth z below the earth at the centre of the load?

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Test: Stress Distribution in Soil - Question 2
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σz is the vertical stress at a depth equal to z in the soil mass due to a surface point load Q. The vertical stress at depth equal to 2z will be

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Under the point load, the vertical stress is given by, 

(From Boussinesq’s equation at r/z = 0)
∴ 

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Test: Stress Distribution in Soil - Question 3
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In a Newmark’s influence chart for stress distribution, there are 10 concentric circles and 50 radial lines. The influence factor of the chart is

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Test: Stress Distribution in Soil - Question 4
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Match List-I (Contact pressure distribution diagrams) with List-II (Description of footings) and select the correct answer using the codes given below the lists:
List-I




List-II
1. Rigid footing on cohesive soil
2. Flexible footing on cohesive soil
3. Rigid footing on cohesionless soil at ground level
4. Flexible footing on cohesionless soil at ground level
Test: Stress Distribution in Soil - Question 5
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The intensity of vertical pressure, directly below a concentrated load of 3/2π tonnes at a depth of 3/2π metres is given by
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According to Boussinesq’s theory,

Test: Stress Distribution in Soil - Question 6
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Newmark’s influence chart is used for
Test: Stress Distribution in Soil - Question 7
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Influence factor ‘I’ depends on
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Test: Stress Distribution in Soil - Question 8
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Boussinesq’s influence factor for vertical pressure at depth Z and at the centre of a circular area of diameter A carrying uniformly distributed load is
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∴ 
∴ 

Test: Stress Distribution in Soil - Question 9
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Match List-I with List-II and select the correct answer using the codes given below the lists:
List-I
A. Stress distribution due to point load in homogeneous isotropic medium
B. Stress distribution due to point load in an anisotropic soil medium
C. Influence chart for stress distribution in a rectangular area
D. Influence chart for stress distribution in irregularly shaped areas.
List-II
1. Stein Brenner
2. Newmark
3. Boussinesq
4. Westergaard
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