{"title":"相对平坦不排水边坡的临界破坏机制","authors":"D. V. Griffiths, C. Martin","doi":"10.1680/jgele.19.00075","DOIUrl":null,"url":null,"abstract":"Undrained slope stability analysis has been one of the most frequently studied theoretical problems in geotechnical engineering. The classical charts of Taylor, based on strictly circular failure m...","PeriodicalId":48920,"journal":{"name":"Geotechnique Letters","volume":"2017 1","pages":"95-99"},"PeriodicalIF":1.5000,"publicationDate":"2020-06-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"4","resultStr":"{\"title\":\"Critical failure mechanisms in relatively flat undrained slopes\",\"authors\":\"D. V. Griffiths, C. Martin\",\"doi\":\"10.1680/jgele.19.00075\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"Undrained slope stability analysis has been one of the most frequently studied theoretical problems in geotechnical engineering. The classical charts of Taylor, based on strictly circular failure m...\",\"PeriodicalId\":48920,\"journal\":{\"name\":\"Geotechnique Letters\",\"volume\":\"2017 1\",\"pages\":\"95-99\"},\"PeriodicalIF\":1.5000,\"publicationDate\":\"2020-06-30\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"4\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Geotechnique Letters\",\"FirstCategoryId\":\"89\",\"ListUrlMain\":\"https://doi.org/10.1680/jgele.19.00075\",\"RegionNum\":4,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q3\",\"JCRName\":\"ENGINEERING, GEOLOGICAL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Geotechnique Letters","FirstCategoryId":"89","ListUrlMain":"https://doi.org/10.1680/jgele.19.00075","RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"ENGINEERING, GEOLOGICAL","Score":null,"Total":0}
Critical failure mechanisms in relatively flat undrained slopes
Undrained slope stability analysis has been one of the most frequently studied theoretical problems in geotechnical engineering. The classical charts of Taylor, based on strictly circular failure m...
期刊介绍：
Géotechnique Letters provides a vehicle for the rapid international dissemination of the latest and most innovative geotechnical research and practice. As an online journal, it is aimed at publishing short papers, intending to foster the quick exchange of the latest advances and most current ideas without the delays imposed by printed journals, whilst still maintaining rigorous peer reviewing standards.
京公网安备 11010802042870号
京ICP备2023020795号-1
分享
求助内容：
应助结果提醒方式：
扫码关注我们
