Article(id=1321893273329844657, tenantId=1146029695717560320, journalId=1225396423026438145, issueId=1321893272490987695, articleNumber=null, orderNo=null, doi=null, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1748361600000, receivedDateStr=2025-05-28, revisedDate=null, revisedDateStr=null, acceptedDate=null, acceptedDateStr=null, onlineDate=1793093515951, onlineDateStr=2026-10-27, pubDate=1781712000000, pubDateStr=2026-06-18, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1793093515951, onlineIssueDateStr=2026-10-27, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1793093515951, creator=13701087609, updateTime=1793093515951, updator=13701087609, issue=Issue{id=1321893272490987695, tenantId=1146029695717560320, journalId=1225396423026438145, year='2026', volume='46', issue='6', pageStart='1', pageEnd='312', issueExtLink='null', onlineDate='null', pubDate='1781712000000', pubDateStr='2026-06-18', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=null, createTime=1793093515751, creator='13701087609', updateTime=1793094575775, updator='13701087609', preIssue=null, nextIssue=null, articleTotal=null, ext={EN=IssueExt(id=1321897718625194101, tenantId=1146029695717560320, journalId=1225396423026438145, issueId=1321893272490987695, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1321897718625194102, tenantId=1146029695717560320, journalId=1225396423026438145, issueId=1321893272490987695, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null, downloadFileDto=null}, startPage=25, endPage=31, ext={EN=ArticleExt(id=1321893273677971890, articleId=1321893273329844657, tenantId=1146029695717560320, journalId=1225396423026438145, language=EN, title=Deformation Characteristics and Reinforcement Technology of High-Stress Roadways in Ultra-Deep Metal Mines Under Construction Disturbance, columnId=null, journalTitle=Mining Research and Development, columnName=null, runingTitle=null, highlight=null, articleAbstract=

Roadways are prone to deformation and failure under the influence of high in-situ stress as mining progresses to deep underground areas. Cracks in shotcrete, mesh fragmentation and weathering spalling of surrounding rock occur in the heavy haulage roadway of a crushing chamber in an ultra-deep metal mine. In-situ stress and rock mechanical parameters were measured by the hydraulic fracturing method and rock mechanics tests. Deformation characteristics of the roadway were analyzed via deformation monitoring, borehole photography and ground pressure monitoring, and the failure mechanism of surrounding rock was explored based on monitoring data. A combined support scheme was proposed, consisting of 30 mm thick initial shotcreting, 5 m long anchor cable for active support, steel mesh, U29 steel arch for passive support and 120 mm thick secondary shotcreting. Engineering practice shows that the bearing capacity of the surrounding rock is enhanced after reinforcement, no deformation and failure are observed, and the surrounding rock maintains a relatively stable state.

, authors=Xiaochen Xiong¹, Shengjian Wang¹, Min Guo², Junsheng Hu¹, Wenchong Luo², Changyu Jin³, authorsList=Xiaochen Xiong, Shengjian Wang, Min Guo, Junsheng Hu, Wenchong Luo, Changyu Jin, 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=1321893274135151027, articleId=1321893273329844657, tenantId=1146029695717560320, journalId=1225396423026438145, language=CN, title=超深金属矿井施工扰动下高应力巷道的变形特征与加固技术, columnId=1226462294582936453, journalTitle=矿业研究与开发, columnName=深部、深海矿产资源勘探与开发, runingTitle=null, highlight=null, articleAbstract=

随着矿山开采进入深部，在高地应力等多方面因素的影响下，巷道易产生变形破坏。某超深金属矿深部粗碎硐室大件道巷道出现了喷浆体开裂、网片崩解以及原岩风化脱落等问题。首先通过水压致裂法和岩石力学试验测得地应力和岩石力学参数。然后，采用变形监测、钻孔摄像以及地压监测等手段对巷道变形特征进行分析，并结合监测结果分析了巷道围岩破坏机理。提出了30 mm厚的初喷+5 m长锚索主动支护+钢筋网+U29拱架被动支护+120 mm厚的复喷的联合支护形式。工程实践表明，加固支护后巷道围岩承载力增强，未发现变形破坏，巷道围岩进入相对稳定状态。

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熊晓晨（1994—），男，山西大同人，工程师，主要从事矿山采矿技术工作。E-mail:xiongxc@minmetals.com

"}, bioImg=null, bioContent=

熊晓晨（1994—），男，山西大同人，工程师，主要从事矿山采矿技术工作。E-mail:xiongxc@minmetals.com

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