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New shakedown criterion and permanent deformation properties of unbound granular materials

Ali Alnedawi Kali Prasad Nepal Riyadh Al-Ameri

现代交通学报（英文版）2019，Vol.27Issue(2)：108-119,12.

New shakedown criterion and permanent deformation properties of unbound granular materials

Ali Alnedawi ¹Kali Prasad Nepal ¹Riyadh Al-Ameri¹

作者信息

1. School of Engineering, Deakin University, Locked Bag 20000, Geelong, VIC 3220, Australia
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摘要

关键词

Flexible pavement/Unbound granular materials/Repeated load triaxial test/Permanent deformation/Shakedown theory

Key words

Flexible pavement/Unbound granular materials/Repeated load triaxial test/Permanent deformation/Shakedown theory

引用本文复制引用

Ali Alnedawi,Kali Prasad Nepal,Riyadh Al-Ameri..New shakedown criterion and permanent deformation properties of unbound granular materials[J].现代交通学报（英文版）,2019,27(2):108-119,12.

基金项目

The authors acknowledge the support of Ground Science South West Pty Ltd by providing the unbound granular materials in this study. （）

现代交通学报（英文版）

ISSN：2662-4745

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