Article(id=1308453929436598498, tenantId=1146029695717560320, journalId=1146123302524792850, issueId=1308453915104665783, articleNumber=null, orderNo=null, doi=10.3969/j.issn.1672-6073.2026.02.010, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1760112000000, receivedDateStr=2025-10-11, revisedDate=1766246400000, revisedDateStr=2025-12-21, acceptedDate=null, acceptedDateStr=null, onlineDate=1789889326675, onlineDateStr=2026-09-20, pubDate=null, pubDateStr=null, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1789889326675, onlineIssueDateStr=2026-09-20, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1789889326675, creator=13701087609, updateTime=1789889326675, updator=13701087609, issue=Issue{id=1308453915104665783, tenantId=1146029695717560320, journalId=1146123302524792850, year='2026', volume='39', issue='2', pageStart='1', pageEnd='160', issueExtLink='null', onlineDate='null', pubDate='1775750400000', pubDateStr='2026-04-10', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=null, createTime=1789889323259, creator='13701087609', updateTime=1789889766020, updator='13701087609', preIssue=null, nextIssue=null, articleTotal=null, ext={EN=IssueExt(id=1308455772237615687, tenantId=1146029695717560320, journalId=1146123302524792850, issueId=1308453915104665783, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1308455772237615688, tenantId=1146029695717560320, journalId=1146123302524792850, issueId=1308453915104665783, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null, downloadFileDto=null}, startPage=81, endPage=88, ext={EN=ArticleExt(id=1308453929629536483, articleId=1308453929436598498, tenantId=1146029695717560320, journalId=1146123302524792850, language=EN, title=Research and Application of Tunnel Deformation Correction Based on Radial Cement-Soil Piles, columnId=1152669336394183038, journalTitle=Urban Rapid Rail Transit, columnName=Civil Engineering Technology, runingTitle=null, highlight=null, articleAbstract=

To address the challenge of managing excessive deformation defects in operational shield tunnels in China, a comprehensive tunnel deformation correction technology system centered on the Radial Cement-Soil Pile Method for Correcting Excessive Tunnel Deformation has been developed. This system actively constructs a spatial network reinforcement body composed of horizontal, vertical, and inclined cement-soil piles in the soil outside the tunnel. It formulates an optimized construction sequence of "first constructing horizontal piles to restrict convergence, then constructing vertical piles to lift settlements, and finally constructing inclined piles to coordinate deformation" and adopts refined strategies such as graded pressure control to accurately apply correction forces. Meanwhile, based on the principle of minimum potential energy, a semi-empirical formula for predicting the single-ring lifting and convergence correction values has been derived, thereby forming a complete set of technical measures. This technology system has been applied and verified in a metro tunnel section in Northeast China. The results show that the Radial Cement-Soil Pile Method for Correcting Excessive Tunnel Deformation can synergistically correct settlement and convergence issues, effectively stabilize the post-construction settlement rate, and significantly improve leakage defects. The research results provide an innovative technical solution for the treatment of defects in operational shield tunnels and have reference value for similar engineering projects.

, authors=Chen WANG, Haihe MAO, Zongyang CAI, Ge ZHANG, authorsList=Chen WANG, Haihe MAO, Zongyang CAI, Ge ZHANG, authorCompany=null, correspAuthors=Zongyang CAI, 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=1308453929986052324, articleId=1308453929436598498, tenantId=1146029695717560320, journalId=1146123302524792850, language=CN, title=基于径向水泥土桩的隧道变形矫正研究与应用, columnId=1152669336603898239, journalTitle=都市快轨交通, columnName=土建技术, runingTitle=null, highlight=null, articleAbstract=

针对我国运营盾构隧道的超限变形病害治理难题，研发以径向水泥土桩隧道超限变形矫正工法为核心的综合隧道变形矫正技术体系。该体系在隧道外侧土体中主动构建由水平、竖向和斜向水泥土桩组成的空间网状加固体，制定“先施作水平桩约束收敛、再施作竖直桩抬升沉降、后施作斜向桩协调变形”的优化施工顺序，并采用压力分级控制等精细化策略以精准施加矫正力；同时，基于最小势能原理推导用于预估单环抬升与收敛矫正量的半经验公式，形成了一套完整的技术措施。该技术体系在东北某地铁区间隧道工程中进行了应用验证，结果表明，径向水泥土桩隧道超限变形矫正工法能够协同矫正沉降与收敛问题，有效稳定施工工后沉降速率，并显著改善渗漏病害。研究成果可为运营盾构隧道的病害治理提供创新性技术方案，对类似工程项目具有参考价值。

, authors=王臣, 毛海和, 蔡宗洋, 张戈, authorsList=王臣, 毛海和, 蔡宗洋, 张戈, authorCompany=null, correspAuthors=蔡宗洋, authorNote=, correspAuthorsNote=, copyrightStatement=null, copyrightOwner=null, extLink=null, articleAbsUrl=null, sourceXml=rdMWEuxJTTluEi3gNDRb3w==, magXml=b/9pYJ+AmEHvXi/anjm/Vw==, pdfUrl=null, pdf=qAsilFFVLOQiGYYAz2lneA==, pdfFileSize=3402690, pdfExtLink=null, richHtmlUrl=null, mobilePdfUrl=null, reviewReport=null, pdfFirstPage=null, abstractGraph=null, abstractGraphContent=null, abstractVideo=null, citation=null, cebUrl=null, magXmlContent=IaebMGD6BlllGUTjzBB1NQ==, mapNumber=null, fund=null)}, authors=[Author(id=1308453930283847913, tenantId=1146029695717560320, journalId=1146123302524792850, articleId=1308453929436598498, orderNo=0, firstName=null, middleName=null, lastName=null, nameCn=null, orcid=null, stid=null, country=null, authorPic=null, dead=0, email=wangchen1@bjucd.com, emailSecond=null, emailThird=null, correspondingAuthor=0, authorType=1, ext={EN=AuthorExt(id=1308453930350956779, tenantId=1146029695717560320, journalId=1146123302524792850, articleId=1308453929436598498, authorId=1308453930283847913, language=EN, stringName=Chen WANG, firstName=Chen, middleName=null, lastName=WANG, prefix=null, suffix=null, authorComment=null, nameInitials=null, affiliation=null, department=null, xref=null, address=Beijing Urban Construction Design & Development Group Co., Ltd., Beijing 100037, bio=null, bioImg=null, bioContent=null, aboutCorrespAuthor=null), CN=AuthorExt(id=1308453930434842860, tenantId=1146029695717560320, journalId=1146123302524792850, articleId=1308453929436598498, authorId=1308453930283847913, language=CN, stringName=王臣, firstName=null, middleName=null, lastName=null, prefix=null, suffix=null, authorComment=null, nameInitials=null, affiliation=null, department=null, xref=null, address=北京城建设计发展集团股份有限公司，北京 100037, bio={"content":"

王臣，男，硕士，教授级高级工程师，从事城市轨道交通设计、研究工作，wangchen1@bjucd.com

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王臣，男，硕士，教授级高级工程师，从事城市轨道交通设计、研究工作，wangchen1@bjucd.com

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