MAHATMA
GANDHI INSTITUTE OF TECHNOLOGY
DEPARTMENT
OF CIVIL ENGINEERING
PAVEMENT DESIGN
Assignment
No 1
Last
Date of submission: 30-08-2014
1. Distinguish between the Empirical
& Mechanistic Empirical methods of Pavement Design.
2. A set of dual wheels each carrying
25kN with a contact radius of 15cm and centre to centre spacing of wheels is 350mm.
Determine the Equivalent Single wheel load by Boyd & Foster Method (Equal
vertical stress criterion). The pavement has a thickness of 300mm.
3. Explain the method of conducting Axle
load surveys. What are the uses of this data?
4. Explain the method of conducting
Non-Destructive Testing of flexible pavements in the Transient loading pattern.
5. Explain the method of estimating
stresses and strains at the each interface of a three-layer system using Jones’s
Tables.
6.
Define
the terms Complex Modulus and Phase angle as per Visco-elastic theory. Explain
the constitutive equation for stress-strain for Maxwell Model and Kelvin Model
7.
Explain
the design procedure of a dowel bar system.
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