Article(id=1321897332686307370, tenantId=1146029695717560320, journalId=1225396423026438145, issueId=1321897310649434924, 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=1766419200000, receivedDateStr=2025-12-23, revisedDate=null, revisedDateStr=null, acceptedDate=null, acceptedDateStr=null, onlineDate=1793094483777, onlineDateStr=2026-10-27, pubDate=1790265600000, pubDateStr=2026-09-25, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1793094483777, onlineIssueDateStr=2026-10-27, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1793094483777, creator=13701087609, updateTime=1793094483777, updator=13701087609, issue=Issue{id=1321897310649434924, tenantId=1146029695717560320, journalId=1225396423026438145, year='2026', volume='46', issue='9', pageStart='1', pageEnd='346', issueExtLink='null', onlineDate='null', pubDate='1790265600000', pubDateStr='2026-09-25', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=1, specialIssue=null, createTime=1793094478523, creator='13701087609', updateTime=1793094618231, updator='13701087609', preIssue=null, nextIssue=null, articleTotal=null, ext={EN=IssueExt(id=1321897896698561428, tenantId=1146029695717560320, journalId=1225396423026438145, issueId=1321897310649434924, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1321897896698561429, tenantId=1146029695717560320, journalId=1225396423026438145, issueId=1321897310649434924, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null, downloadFileDto=null}, startPage=176, endPage=185, ext={EN=ArticleExt(id=1321897332870856747, articleId=1321897332686307370, tenantId=1146029695717560320, journalId=1225396423026438145, language=EN, title=Influence of Tailings Pond on the Stability of Mine Engineering in a Porcelain Stone Mine, columnId=null, journalTitle=Mining Research and Development, columnName=null, runingTitle=null, highlight=null, articleAbstract=

The safety and stability of the tailings pond are crucial for ensuring underground collaborative mining. To investigate the influence of the tailings pond on mine engineering, a three-dimensional geological-structural model of a certain lithium-containing porcelain stone mine was established using the coupled GTS/NX and FLAC3D modeling method, and the optimization of the sealing length of the +225 m adit within the inundation line of the tailings pond and the analysis of the influence of the tailings pond on the stability of ore body mining were conducted. The results show that significant changes are observed in the stress, displacement, and plastic zone of the surrounding rock of the adit under different sealing lengths. The optimal sealing length is determined to be 105 m, at which the tensile stress at the adit opening is reduced to 0.20 MPa, the displacement deformation is 8 mm, and no plastic zone is generated in the sealing area, so that the water pressure of the tailings pond can be effectively controlled and the stability of the adit can be ensured. It is found from the comparison of the mechanical responses of ore body mining under conditions with and without the tailings pond that, when the tailings pond is present, the tensile stress of the roof of the mined-out area is reduced from 0.87 MPa (under the condition without the pond) to 0.84 MPa, the displacement is reduced from 15 mm to 14 mm, and the plastic zone of the mined-out area is not connected with the surface or the plastic zone of the tailings pond. Therefore, under the current engineering and geological conditions, the tailings pond is not the dominant factor for the stability of ore body mining. However, stress and deformation monitoring still needs to be strengthened during the subsequent mining process. The research results can provide method reference and data support for the collaborative safety design and assessment of tailings ponds and underground mining in similar mines.

, authors=Xintong Pei¹, Yangming Li^{2, 3, 4}, Xugan Cai⁵, Lipeng Zhang⁵, Long Teng^{2, 3, 4}, Chao Gao^{2, 4, 6}, authorsList=Xintong Pei, Yangming Li, Xugan Cai, Lipeng Zhang, Long Teng, Chao Gao, authorCompany=null, correspAuthors=Yangming Li, 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=1321897333076377644, articleId=1321897332686307370, tenantId=1146029695717560320, journalId=1225396423026438145, language=CN, title=某瓷石矿山尾矿库对矿井工程稳定性的影响, columnId=1226462295417598973, journalTitle=矿业研究与开发, columnName=矿山安全与环保, runingTitle=null, highlight=null, articleAbstract=

尾矿库的安全稳定是确保地下协同开采的关键。为探究尾矿库对矿井工程的影响，以某含锂瓷石矿为研究对象，采用GTS/NX与FLAC3D耦合建模方法，建立三维地质-结构模型，开展尾矿库淹没线内+225 m平硐封堵长度优化及尾矿库对矿体开采稳定性的影响分析。结果表明：不同封堵长度下平硐围岩的应力、位移与塑性区变化显著，105 m为最优封堵长度，此时平硐口拉应力降至0.20 MPa，位移变形为8 mm，封堵区无塑性区产生，可有效控制尾矿库水压力，保障平硐稳定；对比有无尾矿库条件下矿体开采的力学响应，发现有尾矿库时，采空区顶板拉应力由无尾矿库的0.87 MPa降低至0.84 MPa，位移由无尾矿库的15 mm减小至14 mm，且采空区塑性区未与地表及尾矿库塑性区贯通。因此，在当前工程与地质条件下，尾矿库并非矿体开采稳定性的主导因素，但在后续开采过程中仍需加强应力与变形监测。研究结果可为类似矿山尾矿库与地下开采协同安全设计与评估提供方法参考与数据支撑。

, authors=裴新桐¹, 李阳明^{2, 3, 4}, 蔡序淦⁵, 张莉鹏⁵, 滕龙^{2, 3, 4}, 高超^{2, 4, 6}, authorsList=裴新桐, 李阳明, 蔡序淦, 张莉鹏, 滕龙, 高超, authorCompany=null, correspAuthors=李阳明, authorNote=, correspAuthorsNote=, copyrightStatement=null, copyrightOwner=null, extLink=null, articleAbsUrl=null, sourceXml=4G8F4r5mr/EiE/Yc+Ng6tQ==, magXml=OokxSU5QDrvXUnXrjuKMjw==, pdfUrl=null, pdf=jaGvBIWSh07xT53UFltFPQ==, pdfFileSize=4228102, pdfExtLink=null, richHtmlUrl=null, mobilePdfUrl=null, reviewReport=null, pdfFirstPage=null, abstractGraph=null, abstractGraphContent=null, abstractVideo=null, citation=null, cebUrl=null, magXmlContent=bxK9yG77P8CKmkNVDEeQAA==, mapNumber=null, fund=null)}, authors=[Author(id=1321897333860712512, tenantId=1146029695717560320, journalId=1225396423026438145, articleId=1321897332686307370, orderNo=0, firstName=null, middleName=null, lastName=null, nameCn=null, orcid=null, stid=null, country=null, authorPic=null, dead=0, email=15130821786@163.com, emailSecond=null, emailThird=null, correspondingAuthor=0, authorType=1, ext={EN=AuthorExt(id=1321897333978153026, tenantId=1146029695717560320, journalId=1225396423026438145, articleId=1321897332686307370, authorId=1321897333860712512, language=EN, stringName=Xintong Pei, firstName=Xintong, middleName=null, lastName=Pei, prefix=null, suffix=null, authorComment=null, nameInitials=null, affiliation=null, department=null, xref=¹, address=^1.Taiyuan Design Research Institute for Coal Industry Group Co., Ltd., Taiyuan, Shanxi 030001, China, bio=null, bioImg=null, bioContent=null, aboutCorrespAuthor=null), CN=AuthorExt(id=1321897334062039107, tenantId=1146029695717560320, journalId=1225396423026438145, articleId=1321897332686307370, authorId=1321897333860712512, language=CN, stringName=裴新桐, firstName=null, middleName=null, lastName=null, prefix=null, suffix=null, authorComment=null, nameInitials=null, affiliation=null, department=null, xref=¹, address=^1．煤炭工业太原设计研究院集团有限公司，山西 太原　030001, bio={"content":"

裴新桐（2000—），女，河北衡水人，助理工程师，主要从事采矿技术研究。E-mail:15130821786@163.com

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裴新桐（2000—），女，河北衡水人，助理工程师，主要从事采矿技术研究。E-mail:15130821786@163.com

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