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 GATE Civil Engineering (CE) 2025 Mock Test Series - Test: Stress Distribution in Soil

Test: Stress Distribution in Soil for Civil Engineering (CE) 2024 is part of GATE Civil Engineering (CE) 2025 Mock Test Series 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.
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Test: Stress Distribution in Soil - Question 1

### 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

### 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

Detailed Solution for Test: Stress Distribution in Soil - Question 2

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

### 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

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

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

Newmark’s influence chart is used for

Test: Stress Distribution in Soil - Question 7

Influence factor ‘I’ depends on

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Test: Stress Distribution in Soil - Question 8

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

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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## GATE Civil Engineering (CE) 2025 Mock Test Series

31 docs|280 tests