Article(id=1282030051273192178, tenantId=1146029695717560320, journalId=1146031787341344770, issueId=1282030021623657005, articleNumber=null, orderNo=null, doi=10.16265/j.cnki.issn1003-3033.2025.08.0974, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1742486400000, receivedDateStr=2025-03-21, revisedDate=1747843200000, revisedDateStr=2025-05-22, acceptedDate=null, acceptedDateStr=null, onlineDate=1783589383190, onlineDateStr=2026-07-09, pubDate=1756310400000, pubDateStr=2025-08-28, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1783589383190, onlineIssueDateStr=2026-07-09, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1783589383190, creator=13701087609, updateTime=1783589383190, updator=13701087609, issue=Issue{id=1282030021623657005, tenantId=1146029695717560320, journalId=1146031787341344770, year='2025', volume='35', issue='8', pageStart='1', pageEnd='276', issueExtLink='null', onlineDate='null', pubDate='1756310400000', pubDateStr='2025-08-28', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=null, createTime=1783589376121, creator='13701087609', updateTime=1783589731222, updator='13701087609', preIssue=null, nextIssue=null, articleTotal=null, ext={EN=IssueExt(id=1282031511155228698, tenantId=1146029695717560320, journalId=1146031787341344770, issueId=1282030021623657005, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1282031511155228699, tenantId=1146029695717560320, journalId=1146031787341344770, issueId=1282030021623657005, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null, downloadFileDto=null}, startPage=129, endPage=138, ext={EN=ArticleExt(id=1282030053504561907, articleId=1282030051273192178, tenantId=1146029695717560320, journalId=1146031787341344770, language=EN, title=Stability analysis of deep tunnel faces under pipe shed support, columnId=1149733269173878863, journalTitle=China Safety Science Journal, columnName=Safety engineering technology, runingTitle=null, highlight=null, articleAbstract=

To investigate the stability of tunnel faces under pipe shed support in deep environments characterized by high stress and high-water pressure, a failure model for the deep tunnel face was established by the variational method. High water pressure and surrounding rock stress were incorporated into the mechanical model, and the external power and internal energy dissipation rates were calculated using the upper limit theorem. The analytical solution for the potential fracture surface of the tunnel faces was derived based on the principle of virtual work. The safety factor of the deep tunnel was solved by Matlab software. The influence of diverse parameters on the failure surface curve was analyzed, and the variation characterstics of safety factor under high stress and high-water pressure environment were discussed. Additionally, the effect of pipe shed support was evaluated. The results indicate that when the surrounding rock strength is low, the failure zone is larger and the longitudinal depth is greater. The high-water pressure and the surrounding rock stress have remarkable influence on the stability of tunnel face. Without considering them, the safety of tunnel face will be overestimated, and the relative error of safety factor can reach more than 60%. Pipe shed support can enhance the stability of deep tunnel face, increasing the safety factor by 79%. Meanwhile, high stress and high-water pressure environment will significantly reduce the effectiveness of pipe shed support. These findings provide theoretical guidance for the support design of deep tunnel, high-stress, and high-water pressure environments.

, authors=Jiahua ZHANG^{1, 2}, Xiaoli YANG², Yongxiang YANG², Yi LU², Daobing ZHANG², authorsList=Jiahua ZHANG, Xiaoli YANG, Yongxiang YANG, Yi LU, Daobing ZHANG, 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=1282030054012072694, articleId=1282030051273192178, tenantId=1146029695717560320, journalId=1146031787341344770, language=CN, title=管棚支护下深部隧道工作面稳定性分析, columnId=1149733269727526997, journalTitle=中国安全科学学报, columnName=安全工程技术, runingTitle=null, highlight=null, articleAbstract=

为了研究管棚预支护下深部高应力、高水压隧道工作面的稳定性问题，首先采用变分法构建深部隧道工作面破坏模型，将高水压与围岩应力引入到力学模型中，利用上限定理计算外力功率和内能耗散率；其次根据虚功率原理，推导出深部隧道工作面潜在破裂面的解析解，并借助Matlab软件求解深部隧道的安全系数；然后分析不同参数对破裂面曲线的影响，讨论高应力、高水压环境下深部隧道安全系数的变化特征，评价管棚预支护效果。研究结果表明：围岩强度较小时产生的破坏范围较大，破裂的纵向深度也较大；此外，高水压与围岩应力对隧道工作面的稳定性具有显著影响，忽略则会明显高估隧道工作面的稳定性，安全系数的相对误差可达60%以上；管棚支护可以有效提高深部隧道工作面的稳定性，安全系数增大了79%，且高应力、高水压环境会明显降低管棚的支护效果。

, authors=张佳华副教授^{1, 2}, 杨小丽², 杨永祥², 鲁义教授², 张道兵教授², authorsList=张佳华副教授, 杨小丽, 杨永祥, 鲁义教授, 张道兵教授, authorCompany=null, correspAuthors=null, authorNote=, correspAuthorsNote=null, copyrightStatement=null, copyrightOwner=null, extLink=null, articleAbsUrl=null, sourceXml=E2Dq1WIwaGY7vS6dKDPLlQ==, magXml=GiZGJOJ7ky14HZqdPKJBXw==, pdfUrl=null, pdf=cAvrGcCpjosA6cTiXtQ9TA==, pdfFileSize=5117320, pdfExtLink=null, richHtmlUrl=null, mobilePdfUrl=null, reviewReport=null, pdfFirstPage=null, abstractGraph=null, abstractGraphContent=null, abstractVideo=null, citation=null, cebUrl=null, magXmlContent=UNJDrbZqjyxjp7NKp+nToA==, mapNumber=null, fund=null)}, authors=[Author(id=1282030054406337278, tenantId=1146029695717560320, journalId=1146031787341344770, articleId=1282030051273192178, orderNo=0, firstName=null, middleName=null, lastName=null, nameCn=null, orcid=null, stid=null, country=null, authorPic=null, dead=0, email=1010090@hnust.edu.cn, emailSecond=null, emailThird=null, correspondingAuthor=0, authorType=1, ext={EN=AuthorExt(id=1282030054498611969, tenantId=1146029695717560320, journalId=1146031787341344770, articleId=1282030051273192178, authorId=1282030054406337278, language=EN, stringName=Jiahua ZHANG, firstName=Jiahua, middleName=null, lastName=ZHANG, prefix=null, suffix=null, authorComment=null, nameInitials=null, affiliation=null, department=null, xref=^{1, 2}, address=¹Institute of Public Safety and Emergency Management, Hunan University of Science and Technology, Xiangtan Hunan 411201, China
²School of Resources Environment and Safety Engineering, Hunan University of Science and Technology, Xiangtan Hunan 411201, China, bio=null, bioImg=null, bioContent=null, aboutCorrespAuthor=null), CN=AuthorExt(id=1282030054569915138, tenantId=1146029695717560320, journalId=1146031787341344770, articleId=1282030051273192178, authorId=1282030054406337278, language=CN, stringName=张佳华副教授, firstName=null, middleName=null, lastName=null, prefix=null, suffix=null, authorComment=null, nameInitials=null, affiliation=null, department=null, xref=^{1, 2}, address=¹湖南科技大学 公共安全与应急管理研究院，湖南 湘潭 411201
²湖南科技大学 资源环境与安全工程学院，湖南 湘潭 411201, bio={"content":"

张佳华（1983—），男，湖北天门人，博士，副教授，从事隧道工程稳定性研究。E-mail: 1010090@hnust.edu.cn。

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张佳华（1983—），男，湖北天门人，博士，副教授，从事隧道工程稳定性研究。E-mail: 1010090@hnust.edu.cn。

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