{"title":"天然斜坡的稳定性和确定不连贯土壤对围栏的压力","authors":"A. Z. Khasanov, Z. A. Khasanov","doi":"10.1007/s11204-024-09937-z","DOIUrl":null,"url":null,"abstract":"<p>A method for determining the stability of slopes and the pressure of incoherent soils on fences is described. Conditions for the ultimate equilibrium of the lower, supporting, and upper parts of the slope are considered. Active and passive pressures (loads) are determined from the condition for the ultimate equilibrium of the soil mass. The soil pressure on fences is calculated using the slope stability coefficient. Examples for calculating the critical load on the slope surface and the retaining wall parameters are given.</p>","PeriodicalId":21918,"journal":{"name":"Soil Mechanics and Foundation Engineering","volume":null,"pages":null},"PeriodicalIF":0.8000,"publicationDate":"2024-04-12","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Stability of Natural Slopes and Determination of the Pressure of Incoherent Soils on Fences\",\"authors\":\"A. Z. Khasanov, Z. A. Khasanov\",\"doi\":\"10.1007/s11204-024-09937-z\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<p>A method for determining the stability of slopes and the pressure of incoherent soils on fences is described. Conditions for the ultimate equilibrium of the lower, supporting, and upper parts of the slope are considered. Active and passive pressures (loads) are determined from the condition for the ultimate equilibrium of the soil mass. The soil pressure on fences is calculated using the slope stability coefficient. Examples for calculating the critical load on the slope surface and the retaining wall parameters are given.</p>\",\"PeriodicalId\":21918,\"journal\":{\"name\":\"Soil Mechanics and Foundation Engineering\",\"volume\":null,\"pages\":null},\"PeriodicalIF\":0.8000,\"publicationDate\":\"2024-04-12\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Soil Mechanics and Foundation Engineering\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://doi.org/10.1007/s11204-024-09937-z\",\"RegionNum\":4,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q4\",\"JCRName\":\"ENGINEERING, GEOLOGICAL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Soil Mechanics and Foundation Engineering","FirstCategoryId":"5","ListUrlMain":"https://doi.org/10.1007/s11204-024-09937-z","RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q4","JCRName":"ENGINEERING, GEOLOGICAL","Score":null,"Total":0}
Stability of Natural Slopes and Determination of the Pressure of Incoherent Soils on Fences
A method for determining the stability of slopes and the pressure of incoherent soils on fences is described. Conditions for the ultimate equilibrium of the lower, supporting, and upper parts of the slope are considered. Active and passive pressures (loads) are determined from the condition for the ultimate equilibrium of the soil mass. The soil pressure on fences is calculated using the slope stability coefficient. Examples for calculating the critical load on the slope surface and the retaining wall parameters are given.
期刊介绍：
Soil Mechanics and Foundation Engineering provides the Western engineer with a look at Russian advances in heavy construction techniques. Detailed contributions by experienced civil engineers offer insights into current difficulties in the field, applicable innovative solutions, and recently developed guidelines for soil analysis and foundation design.
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