{"title":"The Dynamic Analysis of Municipal Pipeline Under Shield Tunneling Construction Based on the ABAQUS Software","authors":"Ren Yanrong, Chen Peipei","doi":"10.11648/J.JCCEE.20190406.11","DOIUrl":null,"url":null,"abstract":"Shield tunneling construction is the modern popular used model in underground pipelines. In this paper, finite numerical method based on ABAQUS software has been used to simulate the effect of shied tunneling construction on the underground pipelines, the effect between the pipeline and soil interface had been considered, the dynamic effect and response have been simulated for underground pipelines. Numerical results show that the tunnel depth, propelling force, pipe’s diameter and pipe’s depth have greater influence on the pipeline’s displacement. The rules and conclusions drawn in the paper can provide reference for the pipeline protection in similar projects in the future.","PeriodicalId":262934,"journal":{"name":"Journal of Civil, Construction and Environmental Engineering","volume":"29 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2019-12-16","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Journal of Civil, Construction and Environmental Engineering","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.11648/J.JCCEE.20190406.11","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0
Abstract
Shield tunneling construction is the modern popular used model in underground pipelines. In this paper, finite numerical method based on ABAQUS software has been used to simulate the effect of shied tunneling construction on the underground pipelines, the effect between the pipeline and soil interface had been considered, the dynamic effect and response have been simulated for underground pipelines. Numerical results show that the tunnel depth, propelling force, pipe’s diameter and pipe’s depth have greater influence on the pipeline’s displacement. The rules and conclusions drawn in the paper can provide reference for the pipeline protection in similar projects in the future.
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