Article(id=1308453966572974122, tenantId=1146029695717560320, journalId=1146123302524792850, issueId=1308453947069452650, articleNumber=null, orderNo=null, doi=10.3969/j.issn.1672-6073.2026.01.012, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1744646400000, receivedDateStr=2025-04-15, revisedDate=1760284800000, revisedDateStr=2025-10-13, acceptedDate=null, acceptedDateStr=null, onlineDate=1789889335530, onlineDateStr=2026-09-20, pubDate=null, pubDateStr=null, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1789889335530, onlineIssueDateStr=2026-09-20, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1789889335530, creator=13701087609, updateTime=1789889335530, 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=96, endPage=105, ext={EN=ArticleExt(id=1308453968435245099, articleId=1308453966572974122, tenantId=1146029695717560320, journalId=1146123302524792850, language=EN, title=Deformation Mechanism and Safety Early Warning of Collapsible Loess Tunnels, columnId=1152669336394183038, journalTitle=Urban Rapid Rail Transit, columnName=Civil Engineering Technology, runingTitle=null, highlight=null, articleAbstract=
To investigate the structural damage characteristics and deformation mechanisms of in-service metro tunnels in collapsible loess regions, this study conducted long-term structural deformation monitoring on a metro tunnel in Xi'an, China. Safety assessments of tunnel sections were performed based on monitoring data, with numerical simulations further revealing the causes of deformation in high-risk zones. The monitoring data show that the study line tunnels present a composite deformation pattern of arch subsidence and structural expansion dominated by arch subsidence. The Z5–Z6 interval was evaluated as a high-risk section due to the seriousness of the structural distress. Numerical simulations demonstrate distinct deformation mechanisms: saturation of the soil above the tunnel crown predominantly induces horizontal ovalization deformation ("horizontal egg-shaped" distortion), while saturation below the invert mainly triggers overall subsidence with minimal impact on structural dilation or surrounding rock pressure. By combining the geological investigation and deformation monitoring data, the monitored structural-expansion values match well with the predicted values for a 4-8 m flooding depth in simulation condition 3 (groundwater level rise), confirming that the compressive deformation triggered by the flooding of old loess beneath the invert is the main cause of structural deformation in this section. The findings provide valuable insights for the construction and operation and maintenance of urban rail transit systems in similar collapsible loess regions.
, authors=Xin HUANG
1, Yongtang YU
1, 2, Jian HE
3, Jianguo ZHENG
1, 4, Gang DAI
3, Hua ZENG
3, authorsList=Xin HUANG, Yongtang YU, Jian HE, Jianguo ZHENG, Gang DAI, Hua ZENG, authorCompany=null, correspAuthors=Yongtang YU, 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=1308453968737234988, articleId=1308453966572974122, tenantId=1146029695717560320, journalId=1146123302524792850, language=CN, title=湿陷性黄土隧道变形机制与安全预警研究, columnId=1152669336603898239, journalTitle=都市快轨交通, columnName=土建技术, runingTitle=null, highlight=null, articleAbstract=
针对湿陷性黄土地区运营地铁隧道的病害特征及变形机理,通过对西安地铁9号线隧道开展长期变形监测与数值模拟,系统评估各区间安全状态并揭示危险区段的致灾机制。监测数据表明,研究线路隧道呈现以拱顶沉降为主导的拱顶下沉、结构扩张复合变形模式,其中Z5~Z6区间因病害程度严重被评定为高风险区段。数值模拟发现该深埋盾构隧道在拱顶上方浸水时呈现“横鸭蛋”型扩张变形,而拱底下方浸水时则引发整体沉降但结构扩张效应较弱。结合地质勘察与变形监测数据,结构扩张变形监测值与模拟工况2(地下水位抬升)中4~8 m浸水深度的预测值吻合度较高,证实拱底下老黄土浸水引发的压缩变形是该区段结构变形的主因。研究成果为湿陷性黄土地区轨道交通工程的安全运维提供理论支撑。
, authors=黄鑫
1, 于永堂
1, 2, 何剑
3, 郑建国
1, 4, 代刚
3, 曾华
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1.西安建筑科技大学土木工程学院,西安 710055, bio={"content":"
黄鑫,男,博士研究生,从事湿陷性黄土地铁隧道结构变形机理研究,huangxinqy@126.com
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黄鑫,男,博士研究生,从事湿陷性黄土地铁隧道结构变形机理研究,huangxinqy@126.com
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1.西安建筑科技大学土木工程学院,西安 710055
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2.中联西北工程设计研究院有限公司,西安 710077)])]), Author(id=1308453969848725573, tenantId=1146029695717560320, journalId=1146123302524792850, articleId=1308453966572974122, orderNo=2, firstName=null, middleName=null, lastName=null, nameCn=null, orcid=null, stid=null, country=null, authorPic=null, dead=0, email=null, emailSecond=null, emailThird=null, correspondingAuthor=0, authorType=1, ext={EN=AuthorExt(id=1308453969936805959, tenantId=1146029695717560320, journalId=1146123302524792850, articleId=1308453966572974122, authorId=1308453969848725573, language=EN, stringName=Jian HE, firstName=Jian, middleName=null, lastName=HE, prefix=null, suffix=null, authorComment=null, nameInitials=null, affiliation=null, department=null, xref=
3, address=
3.China Railway City Development and Investment Group Co., Ltd., Chengdu 610218, bio=null, bioImg=null, bioContent=null, aboutCorrespAuthor=null), CN=AuthorExt(id=1308453969991331912, tenantId=1146029695717560320, journalId=1146123302524792850, articleId=1308453966572974122, authorId=1308453969848725573, language=CN, stringName=何剑, firstName=null, middleName=null, lastName=null, prefix=null, suffix=null, authorComment=null, nameInitials=null, affiliation=null, department=null, xref=
3, address=
3.中铁城市发展投资集团有限公司,成都 610218, bio=null, bioImg=null, bioContent=null, aboutCorrespAuthor=null)}, companyList=[AuthorCompany(id=1308453969181831219, tenantId=1146029695717560320, journalId=1146123302524792850, articleId=1308453966572974122, xref=3., ext=[AuthorCompanyExt(id=1308453969190219828, tenantId=1146029695717560320, journalId=1146123302524792850, articleId=1308453966572974122, companyId=1308453969181831219, language=EN, country=null, province=null, city=null, postcode=null, companyName=null, departmentName=null, remark=
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3.中铁城市发展投资集团有限公司,成都 610218)])]), Author(id=1308453970050052170, tenantId=1146029695717560320, journalId=1146123302524792850, articleId=1308453966572974122, orderNo=3, firstName=null, middleName=null, lastName=null, nameCn=null, orcid=null, stid=null, country=null, authorPic=null, dead=0, email=null, emailSecond=null, emailThird=null, correspondingAuthor=0, authorType=1, ext={EN=AuthorExt(id=1308453970133938253, tenantId=1146029695717560320, journalId=1146123302524792850, articleId=1308453966572974122, authorId=1308453970050052170, language=EN, stringName=Jianguo ZHENG, firstName=Jianguo, middleName=null, lastName=ZHENG, prefix=null, suffix=null, authorComment=null, nameInitials=null, affiliation=null, department=null, xref=
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1.College of Civil Engineering, Xi'an University of Architecture and Technology, Xi'an 710055
4.China Jikan Research Institute of Engineering Investigation and Design Co., Ltd., Xi'an 710043, bio=null, bioImg=null, bioContent=null, aboutCorrespAuthor=null), CN=AuthorExt(id=1308453970213630030, tenantId=1146029695717560320, journalId=1146123302524792850, articleId=1308453966572974122, authorId=1308453970050052170, language=CN, stringName=郑建国, firstName=null, middleName=null, lastName=null, prefix=null, suffix=null, authorComment=null, nameInitials=null, affiliation=null, department=null, xref=
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1.西安建筑科技大学土木工程学院,西安 710055
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