考虑土体空间变异性的桩加边坡多破坏模式分析

{"title":"考虑土体空间变异性的桩加边坡多破坏模式分析","authors":"Jing-Ze Li, Leilei Liu, D. Dias","doi":"10.3850/978-981-18-5182-7_00-03-001.xml","DOIUrl":null,"url":null,"abstract":"","PeriodicalId":413941,"journal":{"name":"8th International Symposium for Geotechnical Safety & Risk (ISGSR 2022)","volume":"1 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"1900-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Analysis of Multiple Failure Modes for Pile-Reinforced Slope with Soil Spatial Variability\",\"authors\":\"Jing-Ze Li, Leilei Liu, D. Dias\",\"doi\":\"10.3850/978-981-18-5182-7_00-03-001.xml\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"\",\"PeriodicalId\":413941,\"journal\":{\"name\":\"8th International Symposium for Geotechnical Safety & Risk (ISGSR 2022)\",\"volume\":\"1 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"1900-01-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"8th International Symposium for Geotechnical Safety & Risk (ISGSR 2022)\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.3850/978-981-18-5182-7_00-03-001.xml\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"8th International Symposium for Geotechnical Safety & Risk (ISGSR 2022)","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.3850/978-981-18-5182-7_00-03-001.xml","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}