{"title":"Test and research on mechanical characteristics of geotechnical filling engineering based on inclined soft ground","authors":"Jingwei Wei, Xinfa Zeng","doi":"10.1504/IJESMS.2021.10037821","DOIUrl":null,"url":null,"abstract":"In order to improve the analysis accuracy of the mechanical properties of soil filling in inclined soft soil foundation, the experimental research method of engineering mechanical properties of rock and soil filler based on inclined soft soil foundation was put forward. CEO-SLOPE software is used to simulate the deformation and stress of foundation and embankment in the process of rock-soil filling. The mechanical properties of bedrock and filling engineering in inclined soft soil are obtained. From the test results, it can be seen that the filling load will compacted the soil of the inclined soft foundation, leading to deformation phenomena such as expansion and sloshing at the foot of the slope.","PeriodicalId":51938,"journal":{"name":"International Journal of Engineering Systems Modelling and SImulation","volume":" ","pages":""},"PeriodicalIF":0.9000,"publicationDate":"2021-05-10","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"International Journal of Engineering Systems Modelling and SImulation","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1504/IJESMS.2021.10037821","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"ENGINEERING, MULTIDISCIPLINARY","Score":null,"Total":0}
引用次数: 0
Abstract
In order to improve the analysis accuracy of the mechanical properties of soil filling in inclined soft soil foundation, the experimental research method of engineering mechanical properties of rock and soil filler based on inclined soft soil foundation was put forward. CEO-SLOPE software is used to simulate the deformation and stress of foundation and embankment in the process of rock-soil filling. The mechanical properties of bedrock and filling engineering in inclined soft soil are obtained. From the test results, it can be seen that the filling load will compacted the soil of the inclined soft foundation, leading to deformation phenomena such as expansion and sloshing at the foot of the slope.
期刊介绍:
Most of the research and experiments in the field of engineering have devoted significant efforts to modelling and simulation of various complicated phenomena and processes occurring in engineering systems. IJESMS provides an international forum and refereed authoritative source of information on the development and advances in modelling and simulation, contributing to the understanding of different complex engineering systems. IJESMS is designed to be a multi-disciplinary, fully refereed, international journal.