各向同性固结排水条件下淤泥质砂土的应力应变行为与主应力方向和中间应力系数参数的关系

{"title":"各向同性固结排水条件下淤泥质砂土的应力应变行为与主应力方向和中间应力系数参数的关系","authors":"Farhad Jamil, Changnv Zeng, Yuan Ma, Sharafat Ali","doi":"10.1007/s40515-024-00445-z","DOIUrl":null,"url":null,"abstract":"","PeriodicalId":504452,"journal":{"name":"Transportation Infrastructure Geotechnology","volume":"2 4","pages":""},"PeriodicalIF":0.0000,"publicationDate":"2024-07-24","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Stress–strain Behavior of Silt Sand Soil Under Isotropically Consolidated Drained Conditions by Principal Stress Direction and Intermediate Stress Coefficient Parameters\",\"authors\":\"Farhad Jamil, Changnv Zeng, Yuan Ma, Sharafat Ali\",\"doi\":\"10.1007/s40515-024-00445-z\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"\",\"PeriodicalId\":504452,\"journal\":{\"name\":\"Transportation Infrastructure Geotechnology\",\"volume\":\"2 4\",\"pages\":\"\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2024-07-24\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Transportation Infrastructure Geotechnology\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.1007/s40515-024-00445-z\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Transportation Infrastructure Geotechnology","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1007/s40515-024-00445-z","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}