{"title":"均质土坝渗流Schaffernak和Casagrande解析解的有效性及其与有限元数值解的比较","authors":"F. Salmasi, J. Abraham","doi":"10.9734/bpi/nper/v4/15049d","DOIUrl":null,"url":null,"abstract":"","PeriodicalId":376648,"journal":{"name":"Novel Perspectives of Engineering Research Vol. 4","volume":"151 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2021-12-02","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"1","resultStr":"{\"title\":\"Validity of Schaffernak and Casagrande Analytical Solutions for Seepage through a Homogeneous Earth Dam and Comparison with Numerical Solutions Based on the Finite Element Method\",\"authors\":\"F. Salmasi, J. Abraham\",\"doi\":\"10.9734/bpi/nper/v4/15049d\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"\",\"PeriodicalId\":376648,\"journal\":{\"name\":\"Novel Perspectives of Engineering Research Vol. 4\",\"volume\":\"151 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2021-12-02\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"1\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Novel Perspectives of Engineering Research Vol. 4\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.9734/bpi/nper/v4/15049d\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Novel Perspectives of Engineering Research Vol. 4","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.9734/bpi/nper/v4/15049d","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
Validity of Schaffernak and Casagrande Analytical Solutions for Seepage through a Homogeneous Earth Dam and Comparison with Numerical Solutions Based on the Finite Element Method