Shakedown analysis and design of flexible road pavements under moving surface loads

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Shakedown analysis and design of flexible road pavements under moving surface loads

Flexible road pavements often fail due to excessive rutting. as a result of cumulative vertical permanent deformation under repeated traffic loads. The currently used analytical approach to flexible pavement design evaluates the pavement life in terms of critical elastic strain at the top of the sub...

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Bibliographic Details
Main Author:	Wang, Juan
Format:	Thesis (University of Nottingham only)
Language:	English
Published:	2011
Subjects:	Pavements flexible live loads
Online Access:	https://eprints.nottingham.ac.uk/12836/

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