Rest Period Healing Effect on Viscoelastic Continuum Damage Behaviour of Asphalt Mixture: Experimental Quantification and Numerical Verification of a New Approach

Rest period healing effect on viscoelastic continuum damage behaviour of asphalt mixture is systematically through simplified VECD and 4PB beam fatigue tests with various length of rest period after each load cycle. A new equation is proposed to interpret damage characteristic curves with rest perio...

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Bibliographic Details
Main Author: Su, Yang
Format: Thesis
Published: Curtin University 2019
Online Access:http://hdl.handle.net/20.500.11937/75047