{"title":"A historical perspective on unconfined seepage: correcting a common fallacy","authors":"D. WesleyLaurence, PreeneMartin","doi":"10.1680/JENHH.19.00004","DOIUrl":null,"url":null,"abstract":"It is commonly assumed in seepage studies for geotechnical problems that the phreatic surface (the line of zero pore water pressure) represents the upper flow line and is the boundary of the seepag...","PeriodicalId":42072,"journal":{"name":"Proceedings of the Institution of Civil Engineers-Engineering History and Heritage","volume":" ","pages":""},"PeriodicalIF":0.4000,"publicationDate":"2019-05-14","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1680/JENHH.19.00004","citationCount":"3","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Proceedings of the Institution of Civil Engineers-Engineering History and Heritage","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1680/JENHH.19.00004","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"Engineering","Score":null,"Total":0}
引用次数: 3
Abstract
It is commonly assumed in seepage studies for geotechnical problems that the phreatic surface (the line of zero pore water pressure) represents the upper flow line and is the boundary of the seepag...