Article(id=1318999866857083140, tenantId=1146029695717560320, journalId=1146123302524792850, issueId=1318999663622079298, articleNumber=null, orderNo=null, doi=10.3969/j.issn.1672-6073.2025.06.009, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1735660800000, receivedDateStr=2025-01-01, revisedDate=1752508800000, revisedDateStr=2025-07-15, acceptedDate=null, acceptedDateStr=null, onlineDate=1792403674090, onlineDateStr=2026-10-19, pubDate=1765296000000, pubDateStr=2025-12-10, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1792403674090, onlineIssueDateStr=2026-10-19, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1792403674090, creator=13701087609, updateTime=1792403674090, updator=13701087609, issue=Issue{id=1318999663622079298, tenantId=1146029695717560320, journalId=1146123302524792850, year='2025', volume='38', issue='6', pageStart='1', pageEnd='147', issueExtLink='null', onlineDate='null', pubDate='1765296000000', pubDateStr='2025-12-10', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=null, createTime=1792403625636, creator='13701087609', updateTime=1792733312669, updator='13701087609', preIssue=null, nextIssue=null, articleTotal=null, ext={EN=IssueExt(id=1320382471334646693, tenantId=1146029695717560320, journalId=1146123302524792850, issueId=1318999663622079298, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1320382471334646694, tenantId=1146029695717560320, journalId=1146123302524792850, issueId=1318999663622079298, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null, downloadFileDto=null}, startPage=63, endPage=71, ext={EN=ArticleExt(id=1318999867096158470, articleId=1318999866857083140, tenantId=1146029695717560320, journalId=1146123302524792850, language=EN, title=Research on Key Construction Technologies of Subway Shield Tunneling Through Existing Building Anchor Cables Groups: Taking Shenyang Metro Line 3 as an Example, columnId=1152669336394183038, journalTitle=Urban Rapid Rail Transit, columnName=Civil Engineering Technology, runingTitle=null, highlight=null, articleAbstract=

Based on the shield tunneling subway crossing through the existing anchor cable group between Wenfu Road Station and Fuming Street Station of Shenyang Subway Line 3 as the background. The paper analyzed various treatment schemes for shield tunneling through anchor cable areas. Through comprehensive comparison of technology, economy, and construction period, combined with the actual project conditions, a scheme was proposed involving the mining primary lining method to excavate tunnels, remove intruding anchor cables, backfill with mortar, and subsequently conduct shield tunneling. Numerical model analyses were performed for various construction stages, and comparative analyses were conducted by integrating on-site monitoring data. The results show that the mining primary lining method can effectively remove anchor cables, and mortar backfilling eliminates obstacles and hidden dangers for subsequent shield construction. The shield advancement proceeded normally without requiring chamber opening. The surface deformation data from construction monitoring is slightly larger than that from numerical analysis, but the deformation patterns are basically consistent, both showing a trend of larger values in the middle and smaller values towards the edges. Engineering practice has proven that the method is safe and reliable, and it can provide a reference for similar projects.

, authors=Yudong TIAN, authorsList=Yudong TIAN, authorCompany=null, correspAuthors=null, authorNote=null, correspAuthorsNote=null, copyrightStatement=null, copyrightOwner=null, extLink=null, articleAbsUrl=null, sourceXml=null, magXml=null, pdfUrl=null, pdf=null, pdfFileSize=null, pdfExtLink=null, richHtmlUrl=null, mobilePdfUrl=null, reviewReport=null, pdfFirstPage=null, abstractGraph=null, abstractGraphContent=null, abstractVideo=null, citation=null, cebUrl=null, magXmlContent=null, mapNumber=null, fund=null), CN=ArticleExt(id=1318999867314262279, articleId=1318999866857083140, tenantId=1146029695717560320, journalId=1146123302524792850, language=CN, title=盾构穿越既有建筑锚索群关键技术研究——以沈阳地铁3号线为例, columnId=1152669336603898239, journalTitle=都市快轨交通, columnName=土建技术, runingTitle=null, highlight=null, articleAbstract=

为分析盾构隧道穿越锚索区的各种处理方案，以沈阳地铁3号线地铁文富路站—富民街站区间隧道盾构穿越既有锚索群为背景，通过技术、经济、工期等综合因素比选，结合工程实际情况，提出矿山初支法开挖隧道清除处理侵限锚索、砂浆回填后再盾构掘进的方案，针对不同施工阶段进行数值模型分析，结合现场监测数据进行对比总结分析。研究表明：采用矿山初支法可有效清除锚索，经洞内砂浆回填的方法为后阶段盾构施工排除了障碍和隐患，盾构推进无异常无需开仓处理；施工监测的地表变形数据较数值分析的略大，变形规律基本一致，均呈现中间数值大，两边小的趋势。实践证明本方法安全可靠，可为类似工程提供参考。

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田予东，男，硕士，高级工程师，主要从事城市轨道交通隧道、地下空间等工程技术方面的研究，tianshelang11@163.com

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田予东，男，硕士，高级工程师，主要从事城市轨道交通隧道、地下空间等工程技术方面的研究，tianshelang11@163.com

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