Modeling stress path dependency of cyclic plastic strain accumulation of unbound granular materials under moving wheel loads-Reference-Cited by-同舟云学术

Modeling stress path dependency of cyclic plastic strain accumulation of unbound granular materials under moving wheel loads

Published:2018-01 Issue: Volume:137 Page:9-21
ISSN:0264-1275
Container-title:Materials & Design
language:en
Short-container-title:Materials & Design

Author:

Xiao Yuanjie,Zhang Zhen,Chen Liuxin,Zheng Keyang

Funder

National Natural Science Foundation of China

National Key R&D Program of China

Central South University

Publisher

Elsevier BV

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science

Reference48 articles.

1. Geotechnical Aspects of Pavements. Publication NHI-05-037;Christopher,2006

2. Failure analysis of flexible pavement section on MnROAD;Dai,2007

3. Unbound Aggregate Rutting Models for Stress Rotations and Effects of Moving Wheel Loads. Transportation Research Record: Journal of the Transportation Research Board, No. 1913, TRB, Washington, D.C.;Kim,2005

4. Permanent strain modeling of recycled concrete aggregate for unbound pavement construction;Gabr;ASCE Journal of Materials in Civil Engineering,2013

5. Aggregate physical properties affecting modulus and deformation characteristics of unsurfaced pavements;Mishra;ASCE Journal of Materials in Civil Engineering,2012

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