{"title":"各向同性和各向异性土的不排水破坏准则","authors":"K. Krabbenhøft","doi":"10.1061/(ASCE)EM.1943-7889.0001940","DOIUrl":null,"url":null,"abstract":"AbstractA new total stress failure criterion applicable to both isotropic and anisotropic soils under undrained conditions is proposed. The new criterion, which is motivated by elastic anisotropy i...","PeriodicalId":299892,"journal":{"name":"Journal of Engineering Mechanics-asce","volume":"345 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2021-08-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"2","resultStr":"{\"title\":\"Undrained Failure Criteria for Isotropic and Anisotropic Soils\",\"authors\":\"K. Krabbenhøft\",\"doi\":\"10.1061/(ASCE)EM.1943-7889.0001940\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"AbstractA new total stress failure criterion applicable to both isotropic and anisotropic soils under undrained conditions is proposed. The new criterion, which is motivated by elastic anisotropy i...\",\"PeriodicalId\":299892,\"journal\":{\"name\":\"Journal of Engineering Mechanics-asce\",\"volume\":\"345 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2021-08-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"2\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Journal of Engineering Mechanics-asce\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.1061/(ASCE)EM.1943-7889.0001940\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Journal of Engineering Mechanics-asce","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1061/(ASCE)EM.1943-7889.0001940","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
Undrained Failure Criteria for Isotropic and Anisotropic Soils
AbstractA new total stress failure criterion applicable to both isotropic and anisotropic soils under undrained conditions is proposed. The new criterion, which is motivated by elastic anisotropy i...
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