Discussion: How particle shape affects the critical state, triggering of instability and dilatancy of granular materials–results from a DEM study

IF 4.2 1区工程技术 Q1 ENGINEERING, GEOLOGICAL Geotechnique Pub Date : 2023-11-02 DOI:10.1680/jgeot.21.d.016

Hoang Bao Khoi Nguyen, Md. Mizanur Rahman, Andy B. Fourie, Zenon Szypcio, Katarzyna Dołżyk-Szypcio

引用次数: 1

查看原文

微信好友朋友圈 QQ好友复制链接

本刊更多论文

讨论:颗粒形状如何影响临界状态，触发颗粒材料的不稳定和膨胀-来自DEM研究的结果

本文章由计算机程序翻译，如有差异，请以英文原文为准。

求助全文

约1分钟内获得全文去求助

来源期刊

Geotechnique 工程技术-地球科学综合

CiteScore

9.80

自引率

10.30%

发文量

168

审稿时长

7 months

期刊介绍： Established in 1948, Géotechnique is the world''s premier geotechnics journal, publishing research of the highest quality on all aspects of geotechnical engineering. Géotechnique provides access to rigorously refereed, current, innovative and authoritative research and practical papers, across the fields of soil and rock mechanics, engineering geology and environmental geotechnics.

期刊最新文献

Laboratory investigation on the single particle crushing strength of carbonate gravel incorporating size and shape effects Liquefaction susceptibility of clayey sands under saturated and partially saturated conditions Effect of strain-softening and strength anisotropy on the undrained bearing capacity of non-associated clay Influence of the head fixity adjustment of existing piles on the lateral load response of new piles Matching of crushed highly decomposed granite particles using 3D SHOT descriptors