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This mock test of Stress Distribution In Soil for Civil Engineering (CE) helps you for every Civil Engineering (CE) entrance exam.
This contains 9 Multiple Choice Questions for Civil Engineering (CE) Stress Distribution In Soil (mcq) to study with solutions a complete question bank.
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QUESTION: 1

A line load of infinite length has an intensity q per unit length. What is the vertical stress σ_{z }at a depth z below the earth at the centre of the load?

Solution:

QUESTION: 2

σ_{z} 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

Solution:

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

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

∴

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

Solution:

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

Solution:

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

Solution:

According to Boussinesq’s theory,

QUESTION: 6

Newmark’s influence chart is used for

Solution:

QUESTION: 7

Influence factor ‘I’ depends on

Solution:

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

Solution:

∴

∴

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

Solution:

### Stress Distribution in the Soil

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