Article(id=1318999959857385556, tenantId=1146029695717560320, journalId=1146123302524792850, issueId=1318999770132234870, articleNumber=null, orderNo=null, doi=10.3969/j.issn.1672-6073.2025.05.012, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1735747200000, receivedDateStr=2025-01-02, revisedDate=1744819200000, revisedDateStr=2025-04-17, acceptedDate=null, acceptedDateStr=null, onlineDate=1792403696264, onlineDateStr=2026-10-19, pubDate=1760025600000, pubDateStr=2025-10-10, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1792403696264, onlineIssueDateStr=2026-10-19, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1792403696264, creator=13701087609, updateTime=1792403696264, updator=13701087609, issue=Issue{id=1318999770132234870, tenantId=1146029695717560320, journalId=1146123302524792850, year='2025', volume='38', issue='5', pageStart='1', pageEnd='158', issueExtLink='null', onlineDate='null', pubDate='1760025600000', pubDateStr='2025-10-10', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=null, createTime=1792403651030, creator='13701087609', updateTime=1792733338119, updator='13701087609', preIssue=null, nextIssue=null, articleTotal=null, ext={EN=IssueExt(id=1320382578062902170, tenantId=1146029695717560320, journalId=1146123302524792850, issueId=1318999770132234870, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1320382578062902171, tenantId=1146029695717560320, journalId=1146123302524792850, issueId=1318999770132234870, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null, downloadFileDto=null}, startPage=93, endPage=102, ext={EN=ArticleExt(id=1318999960054517845, articleId=1318999959857385556, tenantId=1146029695717560320, journalId=1146123302524792850, language=EN, title=Comparative Study on Synchronous Close-Proximity Construction of a Shield Tunnel Underpassing a Ventilation Shaft, columnId=1152669336394183038, journalTitle=Urban Rapid Rail Transit, columnName=Civil Engineering Technology, runingTitle=null, highlight=null, articleAbstract=

To address the technical challenges of the synchronous close-proximity construction during the shield tunneling of Line 1 of the Dongguan Rail Transit in Guangdong Province, an analysis was conducted on the impact of the construction sequence of the shield tunnel and the intermediate ventilation shaft. A construction plan was proposed that would minimize impact and maximize economic benefits. Based on the actual site conditions, three construction plans were put forward: (1) involves constructing the ventilation shaft after the shield has passed through, (2) involves the shield passing through after the construction of the shaft's base slab is completed, (3) involves the shield passing through after the main construction of the shaft is completed. Through numerical simulation, the impact of different construction schemes on surface vertical displacement, wall-top horizontal displacement, wall-top vertical displacement, and support axial force was analyzed. From the perspective of impact and economic benefits, the optimal construction plan has been determined. Finally, the impact of the selected scheme and the reliability of numerical simulation were verified through field monitoring data. The research results indicate that the surface settlement and structural deformation are minimal after the main construction of the air shaft is completed and the shield machine passes through, although the construction period is longer. After the completion of the air shaft base slab construction, the construction period for the shield machine to pass through again and for the air shaft construction to be carried out after the shield machine passes through are similar, but the surface settlement and structural deformation are smaller after the shield machine passes through again following the completion of the air shaft base slab construction. This option also has higher economic benefits and is the preferred construction plan. The results of on-site monitoring indicate that all monitoring data are within the controlled range, the selected construction plan is safe and feasible, and the impact of construction is minimal. The measured data were in good agreement with the numerical results, validating the reliability of the theoretical conclusions. The findings provide valuable reference for similar engineering projects.

, authors=Yonghui HE¹, Chunsen WANG¹, Yusheng SHEN², authorsList=Yonghui HE, Chunsen WANG, Yusheng SHEN, authorCompany=null, correspAuthors=Chunsen WANG, 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=1318999960390062166, articleId=1318999959857385556, tenantId=1146029695717560320, journalId=1146123302524792850, language=CN, title=盾构隧道下穿风井同步近接施工对比研究, columnId=1152669336603898239, journalTitle=都市快轨交通, columnName=土建技术, runingTitle=null, highlight=null, articleAbstract=

为解决轨道交通盾构隧道下穿中间风井工程的同步近接施工技术难点，以东莞市1号线为例，分析盾构隧道和中间风井对施工时序的影响，提出造成影响小和经济效益高的施工方案。结合现场实际情况，提出3种施工方案，分别为盾构通过后再施工风井、风井底板施工完成后盾构再通过及风井主体施工完成后盾构再通过。通过数值模拟，分析不同施工方案对地表竖向位移、墙顶水平位移、墙顶竖向位移和支撑轴力等的影响，从造成影响和经济效益的角度确定最佳施工方案。最后，通过现场监测数据验证所选方案影响小和数值模拟可靠性。研究结果表明：风井主体施工完成后盾构再通过的地表沉降和结构变形最小，但工期较长；风井底板施工完成后盾构再通过和盾构通过后再施工风井的工期接近，但风井底板施工后盾构再通过的地表沉降和结构变形较小，经济效益高，是优选的施工方案。现场监测结果显示，监测数据均在控制范围内，所选施工方案安全可行，施工影响较小。现场实测数据与数值模拟结果吻合良好，理论研究结论可靠。研究结果对类似工程具有一定的参考价值。

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何永辉，男，硕士，工程师，从事轨道交通结构设计工作，1042740818@qq.com

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何永辉，男，硕士，工程师，从事轨道交通结构设计工作，1042740818@qq.com

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