Friday, August 22, 2014

Pavement Design Assignment No. 1


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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