{"title":"三峡水库某公路边坡稳定性分析","authors":"素云 乔, 少华 王, 金涛 尹, 泉 李, 顺涛 李","doi":"10.33142/hst.v5i4.6599","DOIUrl":"https://doi.org/10.33142/hst.v5i4.6599","url":null,"abstract":"边坡稳定性分析是岩土工程中的重要研究内容,边坡稳定性分析的观点的变化是随着人类理论方面的突破和实践经验的积累不断变化的。文中以三峡库区某库岸公路边坡为研究对象,通过现场实际勘测和室内资料的分析,结合边坡变形破坏特征,确定其变形破坏模式。通过运用Geo-Studio软件建立稳定分析计算模型,运用极限平衡法,找出危险滑面,计算其安全系数,计算工况包括天然、暴雨、地震、库水位升降工况下的边坡稳定性。结果表明:该段边坡结构欠稳,易发生变形破坏。结合实际,进一步提出了一些边坡维护建议。","PeriodicalId":68809,"journal":{"name":"水电科技信息","volume":"11 1","pages":""},"PeriodicalIF":0.0,"publicationDate":"2022-08-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"90100602","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
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