The friction-weakening cause by localized wear-induced damage and its effect on liquefaction resistance of sandy soil using DEM-Reference-Cited by-同舟云学术

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The friction-weakening cause by localized wear-induced damage and its effect on liquefaction resistance of sandy soil using DEM

Published:2024-02 Issue: Volume:177 Page:108398
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Ren Junnan,Yan Qixiang,Wei Jiangtao,Zhang Chuan,Liao Xiaolong,Wang Erli

Funder

National Natural Science Foundation of China

China Postdoctoral Science Foundation

Sichuan Province Science and Technology Support Program

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference44 articles.

1. Changes to particle characteristics associated with the compression of sands;Coop;Geotechnique,2011

2. Crushing of soil particles;Hardin;Int J Geotech Eng,1985

3. An enhanced constitutive model for crushable granular materials;Daouadji;Int J Numer Anal Methods GeoMech,2010

4. Particle breakage evolution during cyclic triaxial shearing of a carbonate sand;Wang;Soil Dynam Earthq Eng,2020

5. Analysis of single particle attrition during impact experiments;Pitchumani;Part Part Syst Char,2003

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