{"title":"斜荷载作用下浅矩形地基三维承载力的混合刚塑性有限元分析","authors":"Yuki Yamakuri, Shunsuke Kobayashi, Jun Saito","doi":"10.2208/jscejam.77.2_i_193","DOIUrl":null,"url":null,"abstract":"","PeriodicalId":419184,"journal":{"name":"Journal of Japan Society of Civil Engineers, Ser. A2 (Applied Mechanics (AM))","volume":"3 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"1900-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"THREE-DIMENSIONAL BEARING CAPACITY ANALYSIS OF SHALLOW RECTANGULAR FOUNDATION SUBJECTED TO INCLINED LOAD USING HYBRID-TYPE RIGID PLASTIC FINITE ELEMENT METHOD\",\"authors\":\"Yuki Yamakuri, Shunsuke Kobayashi, Jun Saito\",\"doi\":\"10.2208/jscejam.77.2_i_193\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"\",\"PeriodicalId\":419184,\"journal\":{\"name\":\"Journal of Japan Society of Civil Engineers, Ser. A2 (Applied Mechanics (AM))\",\"volume\":\"3 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"1900-01-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Journal of Japan Society of Civil Engineers, Ser. A2 (Applied Mechanics (AM))\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.2208/jscejam.77.2_i_193\",\"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 Japan Society of Civil Engineers, Ser. A2 (Applied Mechanics (AM))","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.2208/jscejam.77.2_i_193","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
THREE-DIMENSIONAL BEARING CAPACITY ANALYSIS OF SHALLOW RECTANGULAR FOUNDATION SUBJECTED TO INCLINED LOAD USING HYBRID-TYPE RIGID PLASTIC FINITE ELEMENT METHOD