Article(id=1308453904040096282, tenantId=1146029695717560320, journalId=1146123302524792850, issueId=1308453882472984927, articleNumber=null, orderNo=null, doi=10.3969/j.issn.1672-6073.2026.03.016, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1758816000000, receivedDateStr=2025-09-26, revisedDate=1765814400000, revisedDateStr=2025-12-16, acceptedDate=null, acceptedDateStr=null, onlineDate=1789889320620, onlineDateStr=2026-09-20, pubDate=null, pubDateStr=null, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1789889320620, onlineIssueDateStr=2026-09-20, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1789889320620, creator=13701087609, updateTime=1789889320620, updator=13701087609, issue=Issue{id=1308453882472984927, tenantId=1146029695717560320, journalId=1146123302524792850, year='2026', volume='39', issue='3', pageStart='1', pageEnd='150', issueExtLink='null', onlineDate='null', pubDate='1781020800000', pubDateStr='2026-06-10', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=null, createTime=1789889315479, creator='13701087609', updateTime=1789889814158, updator='13701087609', preIssue=null, nextIssue=null, articleTotal=null, ext={EN=IssueExt(id=1308455974147224139, tenantId=1146029695717560320, journalId=1146123302524792850, issueId=1308453882472984927, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1308455974151418444, tenantId=1146029695717560320, journalId=1146123302524792850, issueId=1308453882472984927, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null, downloadFileDto=null}, startPage=126, endPage=133, ext={EN=ArticleExt(id=1308453905734595100, articleId=1308453904040096282, tenantId=1146029695717560320, journalId=1146123302524792850, language=EN, title=Vibration Source Strength of Large-Diameter Metro Shield Tunnels Based on Environmental Vibration, columnId=1152669336394183038, journalTitle=Urban Rapid Rail Transit, columnName=Civil Engineering Technology, runingTitle=null, highlight=null, articleAbstract=

Large-diameter shield tunnels for metro systems exhibit greater mass compared to conventional shield tunnels, and their vibration source strength is generally considered lower. Consequently, they are regarded as a potentially effective measure for mitigating environmental vibration induced by metro operations. However, large-diameter shield tunnels have limited applications in existing metro lines, resulting in a lack of measured vibration source data. Moreover, their frequency-dependent source characteristics and influencing factors remain unclear, leaving vibration and noise reduction designs utilizing such tunnels inadequately supported. Field measurements were conducted on large-diameter and conventional shield tunnels along the same metro line to compare their vibration source strength and spectral characteristics. A "tunnel-soil" finite element model was established and validated using the measured data. Subsequently, the effects of geological conditions and lining thickness on the vibration source strength were investigated. The results indicate that, under identical train operating conditions, the source strength of large-diameter shield tunnels is at least 7 dB lower than that of conventional shield tunnels, confirming their efficacy in reducing metro-induced environmental vibration. The vibration source amplitude of large-diameter shield tunnels is lower than that of conventional shield tunnels within the low-frequency range (1-125 Hz) but higher at frequencies above 125 Hz. Stiffer surrounding soils lead to increased vibration source strength and predominant frequencies. Additionally, each 10 cm increase in tunnel lining thickness reduces vibration source strength by approximately 1.5 dB, and each 1 m increase in tunnel diameter reduces the vibration source strength by about 1.9 dB. These findings provide a theoretical basis for evaluating metro environmental vibrations and designing vibration and noise mitigation measures.

, authors=Jinxue LIANG¹, Liangtao ZHANG², Meiquan WU¹, Zhengang WANG², Weiping XIE³, Panjun WEI³, Likai ZHONG³, authorsList=Jinxue LIANG, Liangtao ZHANG, Meiquan WU, Zhengang WANG, Weiping XIE, Panjun WEI, Likai ZHONG, authorCompany=null, correspAuthors=Weiping XIE, 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=1308453906242105885, articleId=1308453904040096282, tenantId=1146029695717560320, journalId=1146123302524792850, language=CN, title=基于环境振动的大直径地铁盾构隧道振动源强研究, columnId=1152669336603898239, journalTitle=都市快轨交通, columnName=土建技术, runingTitle=null, highlight=null, articleAbstract=

地铁大直径盾构隧道的质量大于普通盾构隧道，其振源强度较小，因此有望作为解决地铁环境振动问题的有效措施。然而，大直径盾构隧道在现有地铁线路中应用较少，缺乏振源实测数据，并且其源强的分频特征以及影响因素尚不明确，这使得采用这类隧道进行减振降噪设计时缺乏依据。实测同一地铁线路中大直径盾构隧道和普通盾构隧道的振动，对比分析振动源强及频谱差异；建立“隧道-土体”有限元模型，使用实测数据进行验证，并进一步分析地质条件与衬砌厚度对振动源强的影响。结果表明：相同列车工况下，大直径盾构隧道的源强低于普通盾构隧道7 dB以上，可作为降低地铁环境振动影响的有效措施；大直径盾构隧道振源在低频1~125 Hz的幅值小于普通盾构隧道，但在125 Hz以上的高频振幅更大；隧道周围土体越硬，振动源强及卓越频率越大；隧道衬砌厚度每增加10 cm，振动源强减小约1.5 dB；隧道直径每增加1 m，振动源强减小约1.9 dB。研究结论可为地铁环境振动评价及减振降噪设计提供依据。

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梁进学，男，硕士，高级工程师，研究方向为城市轨道交通运维技术，liangjx@wuhanrt.com

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梁进学，男，硕士，高级工程师，研究方向为城市轨道交通运维技术，liangjx@wuhanrt.com

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