DETERMINATION OF THE SCOPE FOR AN IMPROVED METHOD FOR CALCULATING THE DESRING CAPACITY OF THE PLASTIC SYSTEM "REINFORCED CONCRETE FOUNDATION – SOIL BASE"
{"title":"DETERMINATION OF THE SCOPE FOR AN IMPROVED METHOD FOR CALCULATING THE DESRING CAPACITY OF THE PLASTIC SYSTEM \"REINFORCED CONCRETE FOUNDATION – SOIL BASE\"","authors":"M. Matvienko, A.P. Tapilina","doi":"10.29039/2308-0191-2022-10-4-31-35","DOIUrl":null,"url":null,"abstract":"The article proposes a method for calculating the bearing capacity of the foundation together with the soil base, where the reinforcement of the slab part of the foundation is calculated, in which the destruction by bending and punching occurs at the same ultimate load, taking into account the strength characteristics of the soil base and the non-uniformity of the contact stress diagram. For this method, calculations were carried out for various types of soils and the scope of its application was determined.","PeriodicalId":40951,"journal":{"name":"Russian Journal of Building Construction and Architecture","volume":"18 1","pages":""},"PeriodicalIF":0.1000,"publicationDate":"2022-12-09","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Russian Journal of Building Construction and Architecture","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.29039/2308-0191-2022-10-4-31-35","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q4","JCRName":"CONSTRUCTION & BUILDING TECHNOLOGY","Score":null,"Total":0}
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Abstract
The article proposes a method for calculating the bearing capacity of the foundation together with the soil base, where the reinforcement of the slab part of the foundation is calculated, in which the destruction by bending and punching occurs at the same ultimate load, taking into account the strength characteristics of the soil base and the non-uniformity of the contact stress diagram. For this method, calculations were carried out for various types of soils and the scope of its application was determined.
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