Application of shakedown theory in the structural design of bituminous pavements

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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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Bibliographic Details
Main Author:	Liu, Shu
Format:	Thesis (University of Nottingham only)
Language:	English
Published:	2016
Subjects:	shakedown; bituminous pavement; rutting; pavement design
Online Access:	https://eprints.nottingham.ac.uk/35577/

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