J. Dubost, A. Denis, M. Chanson, Christian La Borderie
{"title":"加筋土路堤无序分析","authors":"J. Dubost, A. Denis, M. Chanson, Christian La Borderie","doi":"10.1080/17747120.2007.9692941","DOIUrl":null,"url":null,"abstract":"ABSTRACT A study was undertaken to analyze the causes of the settlements of a freight railway platform. First, the homogeneity of the site was described with a statistical approach, then settlements calculations with and without ground reinforcement were carried out using Monte-Carlo simulations. These two methods show the interest of taking into account the variability of the soils for a better estimation of the geotechnical risks.","PeriodicalId":368904,"journal":{"name":"Revue Européenne de Génie Civil","volume":"23 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2007-04-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"1","resultStr":"{\"title\":\"Analyse de désordres affectant un remblai sur sols renforcés\",\"authors\":\"J. Dubost, A. Denis, M. Chanson, Christian La Borderie\",\"doi\":\"10.1080/17747120.2007.9692941\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"ABSTRACT A study was undertaken to analyze the causes of the settlements of a freight railway platform. First, the homogeneity of the site was described with a statistical approach, then settlements calculations with and without ground reinforcement were carried out using Monte-Carlo simulations. These two methods show the interest of taking into account the variability of the soils for a better estimation of the geotechnical risks.\",\"PeriodicalId\":368904,\"journal\":{\"name\":\"Revue Européenne de Génie Civil\",\"volume\":\"23 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2007-04-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"1\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Revue Européenne de Génie Civil\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.1080/17747120.2007.9692941\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Revue Européenne de Génie Civil","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1080/17747120.2007.9692941","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
Analyse de désordres affectant un remblai sur sols renforcés
ABSTRACT A study was undertaken to analyze the causes of the settlements of a freight railway platform. First, the homogeneity of the site was described with a statistical approach, then settlements calculations with and without ground reinforcement were carried out using Monte-Carlo simulations. These two methods show the interest of taking into account the variability of the soils for a better estimation of the geotechnical risks.
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