A proposed approach for accurate fatigue quantification of the base asphalt binders coupling nonlinear viscoelastic effects in S-VECD theoretical framework-Reference-Cited by-同舟云学术

A proposed approach for accurate fatigue quantification of the base asphalt binders coupling nonlinear viscoelastic effects in S-VECD theoretical framework

Published:2023-08 Issue: Volume:392 Page:131850
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Wang Riran,An Xin,Yue Jinchao

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference50 articles.

1. Investigating fatigue life prediction of rubber asphalt mixture based on damage evolution using residual strain analysis approach;Fang;Constr. Build. Mater.,2020

2. Development and Validation Of Performance Prediction Models And Specifications For Asphalt Binders And Paving Mixes;Lytton,1993

3. Development of a Virtual Test Procedure For Asphalt Concrete;Kose,2002

4. Evaluating fatigue-cracking resistance of asphalt binders in a standardized composite using continuum damage theory;Motamed;J. Mater. Civ. Eng.,2013

5. Linking asphalt binder fatigue to asphalt mixture fatigue performance using viscoelastic continuum damage modeling;Safaei;Mech. Time-Dependent Mater.,2016

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