Application of shakedown theory in the structural design of bituminous pavements
Excessive rutting, one of the major distress modes of bituminous pavements, is mainly caused by the accumulation of load-induced permanent deformation. However, current pavement design approaches against the excessive rutting are mainly developed using the theory of elasticity. Recently, a new pavem...
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| Format: | Thesis (University of Nottingham only) |
| Language: | English |
| Published: |
2016
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| Online Access: | http://eprints.nottingham.ac.uk/35577/ http://eprints.nottingham.ac.uk/35577/1/thesis-final.pdf |