{"title":"基于GeoStudio边坡稳定性分析方法的研究","authors":"山 黄","doi":"10.32629/hwr.v4i9.3361","DOIUrl":null,"url":null,"abstract":"近年来,边坡失稳引起的各类灾害屡见不鲜。边坡稳定性分析,作为边坡工程研究的核心,贯穿于工程设计、施工及维护等各阶段工作当中。本文基于岩土工程设计软件GeoStudio,针对两种不同边坡稳定性分析方法进行简单探讨,以求通过对比分析提出两种计算方法的适用性及优缺点。","PeriodicalId":69978,"journal":{"name":"广西水利水电","volume":"44 1","pages":""},"PeriodicalIF":0.0000,"publicationDate":"2020-09-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"1","resultStr":"{\"title\":\"基于GeoStudio边坡稳定性分析方法的研究\",\"authors\":\"山 黄\",\"doi\":\"10.32629/hwr.v4i9.3361\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"近年来,边坡失稳引起的各类灾害屡见不鲜。边坡稳定性分析,作为边坡工程研究的核心,贯穿于工程设计、施工及维护等各阶段工作当中。本文基于岩土工程设计软件GeoStudio,针对两种不同边坡稳定性分析方法进行简单探讨,以求通过对比分析提出两种计算方法的适用性及优缺点。\",\"PeriodicalId\":69978,\"journal\":{\"name\":\"广西水利水电\",\"volume\":\"44 1\",\"pages\":\"\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2020-09-30\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"1\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"广西水利水电\",\"FirstCategoryId\":\"1087\",\"ListUrlMain\":\"https://doi.org/10.32629/hwr.v4i9.3361\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"广西水利水电","FirstCategoryId":"1087","ListUrlMain":"https://doi.org/10.32629/hwr.v4i9.3361","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
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