{"title":"抗滑桩加固方法对边坡稳定性的影响","authors":"Nan Zhang, Shijie Zou, Zhilin Mao, Jiajie Chen","doi":"10.1002/cepa.3159","DOIUrl":null,"url":null,"abstract":"<p>A numerical analysis of a rocky slope in northern Guangdong Province was carried out using finite element analysis. The damage and deformation development trend of the slope under heavy rainfall conditions were discussed. A comparative analysis of the length, placement quantity, and location of different pre-stressed anti-slide piles on the degree of slope support was carried out. The results of the study show that the reasonable use of anti-slide piles to support the slope can improve the safety factor and stability of the slope.</p>","PeriodicalId":100223,"journal":{"name":"ce/papers","volume":"8 2","pages":"703-709"},"PeriodicalIF":0.0000,"publicationDate":"2025-03-18","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"The Influence of the Reinforcement Method of Anti-slide Piles on Slope Stability\",\"authors\":\"Nan Zhang, Shijie Zou, Zhilin Mao, Jiajie Chen\",\"doi\":\"10.1002/cepa.3159\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<p>A numerical analysis of a rocky slope in northern Guangdong Province was carried out using finite element analysis. The damage and deformation development trend of the slope under heavy rainfall conditions were discussed. A comparative analysis of the length, placement quantity, and location of different pre-stressed anti-slide piles on the degree of slope support was carried out. The results of the study show that the reasonable use of anti-slide piles to support the slope can improve the safety factor and stability of the slope.</p>\",\"PeriodicalId\":100223,\"journal\":{\"name\":\"ce/papers\",\"volume\":\"8 2\",\"pages\":\"703-709\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2025-03-18\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"ce/papers\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://onlinelibrary.wiley.com/doi/10.1002/cepa.3159\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"ce/papers","FirstCategoryId":"1085","ListUrlMain":"https://onlinelibrary.wiley.com/doi/10.1002/cepa.3159","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
The Influence of the Reinforcement Method of Anti-slide Piles on Slope Stability
A numerical analysis of a rocky slope in northern Guangdong Province was carried out using finite element analysis. The damage and deformation development trend of the slope under heavy rainfall conditions were discussed. A comparative analysis of the length, placement quantity, and location of different pre-stressed anti-slide piles on the degree of slope support was carried out. The results of the study show that the reasonable use of anti-slide piles to support the slope can improve the safety factor and stability of the slope.
求助内容：
应助结果提醒方式：
京公网安备 11010802042870号
