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Test: Stresses in Flexible Pavements


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10 Questions MCQ Test Transportation Engineering | Test: Stresses in Flexible Pavements

Test: Stresses in Flexible Pavements for Civil Engineering (CE) 2023 is part of Transportation Engineering preparation. The Test: Stresses in Flexible Pavements questions and answers have been prepared according to the Civil Engineering (CE) exam syllabus.The Test: Stresses in Flexible Pavements MCQs are made for Civil Engineering (CE) 2023 Exam. Find important definitions, questions, notes, meanings, examples, exercises, MCQs and online tests for Test: Stresses in Flexible Pavements below.
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Test: Stresses in Flexible Pavements - Question 1

Boussinesq assumed soil as

Detailed Solution for Test: Stresses in Flexible Pavements - Question 1

The assumption by Boussinesq was the soil is homogeneous, elastic and isotropic under a circular load.

Test: Stresses in Flexible Pavements - Question 2

Two elastic theory was developed by

Detailed Solution for Test: Stresses in Flexible Pavements - Question 2

The two elastic theory was developed by Burnister after Boussinesq developed the equation for evaluation of stress.

Test: Stresses in Flexible Pavements - Question 3

Boussinesq assumed the load as a

Detailed Solution for Test: Stresses in Flexible Pavements - Question 3

Boussinesq assumed the load as a single point load acting at a depth z and radius r.

Test: Stresses in Flexible Pavements - Question 4

The ratio of z/a=0 represent the stress at

Detailed Solution for Test: Stresses in Flexible Pavements - Question 4

The depth is zero, so the stress represented is at the surface of the pavement.

Test: Stresses in Flexible Pavements - Question 5

The z is a function of

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 The depth is a function of the stress, depth and radius of the load acting on the point.

Test: Stresses in Flexible Pavements - Question 6

The ratio of the radius r/a=0 represents

Detailed Solution for Test: Stresses in Flexible Pavements - Question 6

The radius is zero so it is possible only in a chart, which represents a point in the center of the chart.

Test: Stresses in Flexible Pavements - Question 7

The Poisson’s ratio of soil is assumed as

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The Poisson’s ratio for a homogeneous soil is assumed as 0.5.

Test: Stresses in Flexible Pavements - Question 8

At surface the value of constant F is

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The value of the constant F in finding out the deflection is 1.5.

Test: Stresses in Flexible Pavements - Question 9

The unit of deflection is measured in

Detailed Solution for Test: Stresses in Flexible Pavements - Question 9

 The deflection is measured in mm, cm or m depending on the requirement of the pavement.

Test: Stresses in Flexible Pavements - Question 10

The constant in rigid pavement design is

Detailed Solution for Test: Stresses in Flexible Pavements - Question 10

The constant value of the pavement in rigid pavement design is assumed as 1.18.

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