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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| Format: | Thesis (University of Nottingham only) |
| Language: | English |
| Published: |
2011
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| Online Access: | http://eprints.nottingham.ac.uk/12836/ http://eprints.nottingham.ac.uk/12836/1/546680.pdf |