{"title":"考虑土壤塑性的铁路叶片填筑地基计算算法","authors":"Z. D. Kalpenova, S.H. Dostanova","doi":"10.51488/1680-080x/2022.4-18","DOIUrl":null,"url":null,"abstract":"The article discusses an algorithm for calculating the foundation of a railroad bed embankment, taking into account the plastic properties of the soil. The approximation method is used. In the first approximation, an elastic solution is considered; further iterations on the load use variable stiffness moduli. To determine them, the equations of state obtained analytically or experimentally are used.","PeriodicalId":314558,"journal":{"name":"Bulletin of Kazakh Leading Academy of Architecture and Construction","volume":"57 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2022-12-15","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"ALGORITHM FOR CALCULATING THE BASE OF RAILWAY LEAF FILLING TAKING INTO ACCOUNT THE PLASTICITY OF THE SOIL\",\"authors\":\"Z. D. Kalpenova, S.H. Dostanova\",\"doi\":\"10.51488/1680-080x/2022.4-18\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"The article discusses an algorithm for calculating the foundation of a railroad bed embankment, taking into account the plastic properties of the soil. The approximation method is used. In the first approximation, an elastic solution is considered; further iterations on the load use variable stiffness moduli. To determine them, the equations of state obtained analytically or experimentally are used.\",\"PeriodicalId\":314558,\"journal\":{\"name\":\"Bulletin of Kazakh Leading Academy of Architecture and Construction\",\"volume\":\"57 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2022-12-15\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Bulletin of Kazakh Leading Academy of Architecture and Construction\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.51488/1680-080x/2022.4-18\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Bulletin of Kazakh Leading Academy of Architecture and Construction","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.51488/1680-080x/2022.4-18","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
ALGORITHM FOR CALCULATING THE BASE OF RAILWAY LEAF FILLING TAKING INTO ACCOUNT THE PLASTICITY OF THE SOIL
The article discusses an algorithm for calculating the foundation of a railroad bed embankment, taking into account the plastic properties of the soil. The approximation method is used. In the first approximation, an elastic solution is considered; further iterations on the load use variable stiffness moduli. To determine them, the equations of state obtained analytically or experimentally are used.
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