S. Akhmediev, M. Bakirov, G. Tazhenova, V. Mikhailov, I. Kuanov
{"title":"土板、沟、沟一般稳定性的研究方法","authors":"S. Akhmediev, M. Bakirov, G. Tazhenova, V. Mikhailov, I. Kuanov","doi":"10.51488/1680-080x/2022.3-09","DOIUrl":null,"url":null,"abstract":"The paper considers one of the methods for studying the general stability of soil boards, trenches and ditches. An analytical expression is given for calculating the stability coefficient of a soil massif, taking into account, in addition to its own weight, also the \"surcharge\" from adjacent structures (buildings), the angle of internal friction and the adhesion force of a multilayer soil massif in the \"sides\". The round-cylindrical sliding surface method is applied.","PeriodicalId":314558,"journal":{"name":"Bulletin of Kazakh Leading Academy of Architecture and Construction","volume":"7 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2022-09-14","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"METHOD OF INVESTIGATION OF THE GENERAL STABILITY OF SOIL BOARDS, TRENCHES AND DITCHES\",\"authors\":\"S. Akhmediev, M. Bakirov, G. Tazhenova, V. Mikhailov, I. Kuanov\",\"doi\":\"10.51488/1680-080x/2022.3-09\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"The paper considers one of the methods for studying the general stability of soil boards, trenches and ditches. An analytical expression is given for calculating the stability coefficient of a soil massif, taking into account, in addition to its own weight, also the \\\"surcharge\\\" from adjacent structures (buildings), the angle of internal friction and the adhesion force of a multilayer soil massif in the \\\"sides\\\". The round-cylindrical sliding surface method is applied.\",\"PeriodicalId\":314558,\"journal\":{\"name\":\"Bulletin of Kazakh Leading Academy of Architecture and Construction\",\"volume\":\"7 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2022-09-14\",\"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/2022.3-09\",\"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/2022.3-09","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
METHOD OF INVESTIGATION OF THE GENERAL STABILITY OF SOIL BOARDS, TRENCHES AND DITCHES
The paper considers one of the methods for studying the general stability of soil boards, trenches and ditches. An analytical expression is given for calculating the stability coefficient of a soil massif, taking into account, in addition to its own weight, also the "surcharge" from adjacent structures (buildings), the angle of internal friction and the adhesion force of a multilayer soil massif in the "sides". The round-cylindrical sliding surface method is applied.
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