{"title":"用贝叶斯更新法模拟恒载松弛条件下卸载后的蠕变和膨胀","authors":"T. Vergote, C. Leung, S. C. Chian","doi":"10.1680/jgeot.20.p.106","DOIUrl":null,"url":null,"abstract":"It has been established that preloading of clay is an effective mean to reduce creep of the soil under working load conditions. After an initial rebound during unloading, a long-term viscous respon...","PeriodicalId":55098,"journal":{"name":"Geotechnique","volume":"1 1","pages":"1-46"},"PeriodicalIF":4.2000,"publicationDate":"2020-11-27","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1680/jgeot.20.p.106","citationCount":"1","resultStr":"{\"title\":\"Modelling creep and swelling after unloading under constant load and relaxation with Bayesian updating\",\"authors\":\"T. Vergote, C. Leung, S. C. Chian\",\"doi\":\"10.1680/jgeot.20.p.106\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"It has been established that preloading of clay is an effective mean to reduce creep of the soil under working load conditions. After an initial rebound during unloading, a long-term viscous respon...\",\"PeriodicalId\":55098,\"journal\":{\"name\":\"Geotechnique\",\"volume\":\"1 1\",\"pages\":\"1-46\"},\"PeriodicalIF\":4.2000,\"publicationDate\":\"2020-11-27\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"https://sci-hub-pdf.com/10.1680/jgeot.20.p.106\",\"citationCount\":\"1\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Geotechnique\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://doi.org/10.1680/jgeot.20.p.106\",\"RegionNum\":1,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"ENGINEERING, GEOLOGICAL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Geotechnique","FirstCategoryId":"5","ListUrlMain":"https://doi.org/10.1680/jgeot.20.p.106","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, GEOLOGICAL","Score":null,"Total":0}
Modelling creep and swelling after unloading under constant load and relaxation with Bayesian updating
It has been established that preloading of clay is an effective mean to reduce creep of the soil under working load conditions. After an initial rebound during unloading, a long-term viscous respon...
期刊介绍:
Established in 1948, Géotechnique is the world''s premier geotechnics journal, publishing research of the highest quality on all aspects of geotechnical engineering. Géotechnique provides access to rigorously refereed, current, innovative and authoritative research and practical papers, across the fields of soil and rock mechanics, engineering geology and environmental geotechnics.