Application of a three-surface kinematic hardening model to the repeated loading of thinly surfaced pavements

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Application of a three-surface kinematic hardening model to the repeated loading of thinly surfaced pavements

Little effort has been made to apply the Critical State Soil Mechanics concept to the prediction of pavement response. The aim of this research is to apply soil mechanics principles, particularly the kinematic hardening concept, to the prediction of the response of lightly trafficked pavements to re...

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Bibliographic Details
Main Author:	Hau, Kah Wai
Format:	Thesis (University of Nottingham only)
Language:	English
Published:	2003
Subjects:	constitutive modelling clays pavement subgrades kinematic hardening cyclic loading
Online Access:	https://eprints.nottingham.ac.uk/10045/

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