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Course Detail

Course Name Pavement Design
Course Code 23CIE431
Program B. Tech. in Civil Engineering
Credits 3
Campus Coimbatore

Syllabus

Unit 1

Introduction – Types and component parts of pavements, factors affecting design and performance of pavements, functions and significance of different layers of a pavement. Test conducted to assess the properties of subgrade soil, aggregate and bitumen. Design of bituminous mixes by Marshall method.

Unit 2

Stress analyses and methods of flexible pavement design – stresses and deflections in homogeneous masses. Burmister’s 2-layer, 3-layer and multi-layer theories. Wheel load stresses – ESWL of multiple wheels, repeated loads and EWL factors – empirical, semi-empirical and theoretical approaches for flexible pavement design. Design of flexible pavements as per IRC. Softwares for pavement design

Unit 3

Stresses analysis and methods of rigid pavement design – types of stresses and causes, factors influencing stresses, general conditions in rigid pavement analysis. Types of stresses – wheel load stresses, warping stresses, friction stresses, combined stresses. Functions of various types of joints in cement concrete pavements – design of longitudinal, contraction and expansion joints as per IRC recommendations. Pavement evaluation and rehabilitation.

Objectives and Outcomes

Course Objectives

Introduce to the quality assessment procedures for pavement materials

To explain the stress analyses and design methods of flexible and rigid pavements To explain the role of various joints in a rigid pavement and its design

Course Outcome

CO1: Evaluate the constituents of flexible and rigid pavements

CO2: Analyse the stresses in flexible pavement CO3: Design the structure of a flexible pavement CO4: Analyse the stresses in rigid pavement CO5: Design the structure of a rigid pavement

CO-PO Mapping

PO/PSO

PO1

PO2

PO3

PO4

PO5

PO6

PO7

PO8

PO9

PO10

PO11

PO12

PSO1

PSO2

PSO3

CO

CO1

2

2

3

1

3

CO2

2

2

3

2

1

3

CO3

2

2

3

2

1

3

2

2

CO4

2

2

3

2

1

3

CO5

2

2

3

2

1

3

2

2

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