{"title":"剪切带内外致密粒状土行为调查：三维 DEM-FDM 研究","authors":"Mohammad Hazeghian","doi":"10.1080/19648189.2024.2344678","DOIUrl":null,"url":null,"abstract":"The present paper aims to compare the behaviour of dense granular soils inside and outside the Shear Band (SB) during the Plane Strain Compression (PSC) test using the Discrete Element Method (DEM)...","PeriodicalId":11970,"journal":{"name":"European Journal of Environmental and Civil Engineering","volume":"111 1","pages":""},"PeriodicalIF":2.2000,"publicationDate":"2024-04-26","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Investigation of the dense granular soil behaviour inside and outside the shear band: a three-dimensional DEM-FDM study\",\"authors\":\"Mohammad Hazeghian\",\"doi\":\"10.1080/19648189.2024.2344678\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"The present paper aims to compare the behaviour of dense granular soils inside and outside the Shear Band (SB) during the Plane Strain Compression (PSC) test using the Discrete Element Method (DEM)...\",\"PeriodicalId\":11970,\"journal\":{\"name\":\"European Journal of Environmental and Civil Engineering\",\"volume\":\"111 1\",\"pages\":\"\"},\"PeriodicalIF\":2.2000,\"publicationDate\":\"2024-04-26\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"European Journal of Environmental and Civil Engineering\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://doi.org/10.1080/19648189.2024.2344678\",\"RegionNum\":4,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q2\",\"JCRName\":\"ENGINEERING, CIVIL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"European Journal of Environmental and Civil Engineering","FirstCategoryId":"5","ListUrlMain":"https://doi.org/10.1080/19648189.2024.2344678","RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q2","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
Investigation of the dense granular soil behaviour inside and outside the shear band: a three-dimensional DEM-FDM study
The present paper aims to compare the behaviour of dense granular soils inside and outside the Shear Band (SB) during the Plane Strain Compression (PSC) test using the Discrete Element Method (DEM)...
期刊介绍：
The European Research Area has now become a reality. The prime objective of the EJECE is to fully document advances in International scientific and technical research in the fields of sustainable construction and soil engineering. In particular regard to the latter, the environmental preservation of natural media (soils and rocks) and the mitigation of soil-related risks are now not only major societal challenges, but they are also the source of scientific and technical developments that could be extremely beneficial.
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