Article(id=1308453978753225321, tenantId=1146029695717560320, journalId=1146123302524792850, issueId=1308453947069452650, articleNumber=null, orderNo=null, doi=10.3969/j.issn.1672-6073.2026.01.013, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1744214400000, receivedDateStr=2025-04-10, revisedDate=1757779200000, revisedDateStr=2025-09-14, acceptedDate=null, acceptedDateStr=null, onlineDate=1789889338434, onlineDateStr=2026-09-20, pubDate=null, pubDateStr=null, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1789889338434, onlineIssueDateStr=2026-09-20, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1789889338434, creator=13701087609, updateTime=1789889338434, updator=13701087609, issue=Issue{id=1308453947069452650, tenantId=1146029695717560320, journalId=1146123302524792850, year='2026', volume='39', issue='1', pageStart='1', pageEnd='165', issueExtLink='null', onlineDate='null', pubDate='1770652800000', pubDateStr='2026-02-10', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=null, createTime=1789889330879, creator='13701087609', updateTime=1789889788596, updator='13701087609', preIssue=null, nextIssue=null, articleTotal=null, ext={EN=IssueExt(id=1308455866915639450, tenantId=1146029695717560320, journalId=1146123302524792850, issueId=1308453947069452650, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1308455866915639451, tenantId=1146029695717560320, journalId=1146123302524792850, issueId=1308453947069452650, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null, downloadFileDto=null}, startPage=106, endPage=117, ext={EN=ArticleExt(id=1308453978950357610, articleId=1308453978753225321, tenantId=1146029695717560320, journalId=1146123302524792850, language=EN, title=Resilience Evaluation and Application of Longitudinal Structure of Shield Tunnels Considering Severe Disturbances, columnId=1152669336394183038, journalTitle=Urban Rapid Rail Transit, columnName=Civil Engineering Technology, runingTitle=null, highlight=null, articleAbstract=

In light of the rapid expansion of underground rail transit systems and the growing requirements for tunnel operation and maintenance, the longitudinal structural resilience of shield tunnels has emerged as a critical research topic in the field of engineering. In this paper, the longitudinal differential settlement is employed as a performance index, and the ratio of residual performance to normal performance of differential settlements is defined as the resilience metric Re, thus a new model using longitudinal relative differential settlement as the index of tunnel structural resilience performance is proposed. Based on a case study in which a newly constructed shield tunnel of Shanghai suburban railway airport link line undercrosses the existing Metro Line 15 tunnel, the variations in tunnel deformation with respect to tunneling distance and construction schedule are analyzed. Then, the degradation characteristics of structural performance during both the disturbance stage and the recovery stage are effectively captured. Finally, the proposed model is applied to evaluate the structural resilience of existing metro tunnels. The results show that 32.3% of the performance loss is attributed to the new tunnel undercrossing during the first 38 days. After the completion of the grouting reinforcement, the tunnel performance is improved from 0.677 to 0.868; this improvement accounts for approximately 59.1% of the performance loss during the crossing period. Eventually, the resilience metric Re is calculated as 0.764, indicating a high level of resilience for the existing metro tunnel in this case. Moreover, other performance indices related to the longitudinal settlement of the tunnel are compared to validate the rationality and applicability of the proposed performance index.

, authors=Yuling PANG¹, Pengfei QIN², Zongfu GUAN¹, Jinwu ZHAN³, authorsList=Yuling PANG, Pengfei QIN, Zongfu GUAN, Jinwu ZHAN, 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=1308453979239764587, articleId=1308453978753225321, tenantId=1146029695717560320, journalId=1146123302524792850, language=CN, title=严重扰动作用下盾构隧道纵向结构的韧性评价及应用研究, columnId=1152669336603898239, journalTitle=都市快轨交通, columnName=土建技术, runingTitle=null, highlight=null, articleAbstract=

针对盾构隧道结构韧性评价不完善的问题，以盾构隧道结构的纵向相对差异沉降作为性能指标，将差异沉降的残余性能与正常性能的比值定义为韧性指标，提出一种严重扰动作用下盾构隧道结构的新型韧性评价模型。以上海市域线机场联络线新建盾构隧道下穿地铁15号线既有隧道的实际工程为背景，通过分析隧道变形随掘进距离和施工进度的变化规律，获得破坏阶段和恢复阶段内结构性能衰减特征，最后应用该模型对既有地铁隧道结构的韧性进行评价。结果表明：在新建隧道下穿施工后的前38 d内，既有隧道产生32.3%的性能损失；在注浆加固完成后，既有隧道的性能由0.677提升至0.868，其恢复量约占下穿期间性能损失的59.1%。隧道结构韧性指标的计算结果为0.764，说明案例中既有地铁隧道具备较高的韧性水平；此外，通过讨论隧道结构纵向沉降的其他性能指标，验证所提性能指标的合理性与适用性。

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