Article(id=1321897347106324666, 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=1765987200000, receivedDateStr=2025-12-18, revisedDate=null, revisedDateStr=null, acceptedDate=null, acceptedDateStr=null, onlineDate=1793094487215, onlineDateStr=2026-10-27, pubDate=1790265600000, pubDateStr=2026-09-25, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1793094487215, onlineIssueDateStr=2026-10-27, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1793094487215, creator=13701087609, updateTime=1793094487215, 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=167, endPage=175, ext={EN=ArticleExt(id=1321897347265708219, articleId=1321897347106324666, tenantId=1146029695717560320, journalId=1225396423026438145, language=EN, title=Stability Analysis of Talc-Bearing Soft Rock Slope and Study on Cement-Treated Soil Replacement Treatment Technology, columnId=null, journalTitle=Mining Research and Development, columnName=null, runingTitle=null, highlight=null, articleAbstract=

To address the local instability problem of the talc-bearing soft rock slope on the east side of the M Pit in an open-pit copper-cobalt mine, engineering geological investigation, three-dimensional numerical simulation (FLAC3D), and limit equilibrium analysis (Slide 2D/3D) were comprehensively employed to investigate and analyze the stability of the talc-bearing slope. The slope instability mechanism was revealed and a corresponding treatment scheme was proposed. The research results indicate that the east slope of the M Pit is in a stable state as a whole, but the slope section with talc exposure at +1 335 m to +1 380 m is in an unstable state. The talc layer has low strength and is prone to slaking upon contact with water, constituting a dominant weak interlayer. The shear strength of its interface with the surrounding rock decreases significantly, forming a potential sliding surface and leading to a deep shear-shallow tension failure mode of the talc-bearing slope. Accordingly, a comprehensive treatment scheme of "7% cement-treated soil replacement + steel-plastic geogrid + blind ditch drainage at the slope toe" was proposed and implemented. Nearly one year of on-site monitoring shows that the slope displacement curve is generally stable and the treatment effect is remarkable. The established treatment technology framework of "instability mechanism analysis-quantitative stability evaluation-treatment scheme design-treatment effect monitoring feedback" can provide a theoretical basis and engineering reference for the treatment of slopes containing weak interlayers such as talc.

, authors=Chunhui Sun^{1, 2, 3}, Aibing Li^{1, 3}, Hao Jiang^{1, 2}, Xiaoming Niu^{1, 3, 4}, Huansha He^{1, 4}, Xuejun Tian^{1, 4}, authorsList=Chunhui Sun, Aibing Li, Hao Jiang, Xiaoming Niu, Huansha He, Xuejun Tian, 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=1321897347471229116, articleId=1321897347106324666, tenantId=1146029695717560320, journalId=1225396423026438145, language=CN, title=滑石赋存软岩边坡稳定性分析与水泥土换填治理技术研究, columnId=1226462295417598973, journalTitle=矿业研究与开发, columnName=矿山安全与环保, runingTitle=null, highlight=null, articleAbstract=

针对某露天铜钴矿M坑东帮滑石赋存软岩边坡的局部失稳问题，综合运用工程地质勘察、三维数值模拟（FLAC3D）与极限平衡分析（Slide 2D/3D）等方法，对滑石边坡稳定性进行了研究分析，揭示了边坡失稳机理并提出了相应的治理方案。研究结果表明：M坑东帮边坡整体处于稳定状态，但+1 335~+1 380 m滑石出露段边坡处于不稳定状态。滑石层强度低、遇水泥化，是控制性软弱夹层，其与围岩交界面抗剪强度显著降低，构成潜在滑动面，导致滑石边坡呈现“深部剪切-浅部拉张”破坏模式。据此，提出并实施了“7%水泥土换填+钢塑土工格栅+坡脚盲沟排水”的综合治理方案。现场近一年监测显示，边坡位移变化曲线整体平稳，治理效果显著，构建的“失稳机理分析—稳定性量化评价—治理方案设计—效果监测反馈”治理技术方法，可为类似滑石等含软弱夹层的边坡治理提供理论依据与工程借鉴。

, authors=孙春辉^{1, 2, 3}, 李爱兵^{1, 3}, 蒋豪^{1, 2}, 牛小明^{1, 3, 4}, 何环莎^{1, 4}, 田学军^{1, 4}, authorsList=孙春辉, 李爱兵, 蒋豪, 牛小明, 何环莎, 田学军, authorCompany=null, correspAuthors=null, authorNote=, correspAuthorsNote=null, copyrightStatement=null, copyrightOwner=null, extLink=null, articleAbsUrl=null, sourceXml=bZjQYhOajWnUmN+sZMu/fw==, magXml=qFx6qUg5phWBckQy/MBlpw==, pdfUrl=null, pdf=0kUhb3xsuWDcU5PYkQLbGQ==, pdfFileSize=3153971, pdfExtLink=null, richHtmlUrl=null, mobilePdfUrl=null, reviewReport=null, pdfFirstPage=null, abstractGraph=null, abstractGraphContent=null, abstractVideo=null, citation=null, cebUrl=null, magXmlContent=2FU9LGwTgNOb/EFjMWl9wA==, mapNumber=null, fund=null)}, authors=[Author(id=1321897348003905738, tenantId=1146029695717560320, journalId=1225396423026438145, articleId=1321897347106324666, orderNo=0, firstName=null, middleName=null, lastName=null, nameCn=null, orcid=null, stid=null, country=null, authorPic=null, dead=0, email=bksunchunhui@163.com, emailSecond=null, emailThird=null, correspondingAuthor=0, authorType=1, ext={EN=AuthorExt(id=1321897348112957646, tenantId=1146029695717560320, journalId=1225396423026438145, articleId=1321897347106324666, authorId=1321897348003905738, language=EN, stringName=Chunhui Sun, firstName=Chunhui, middleName=null, lastName=Sun, prefix=null, suffix=null, authorComment=null, nameInitials=null, affiliation=null, department=null, xref=^{1, 2, 3}, address=^1.Changsha Institute of Mining Research Co., Ltd., Changsha, Hunan 410012, China
^2.National Engineering Research Center for Metal Mining, Changsha, Hunan 410012, China
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^2．国家金属采矿工程技术研究中心，湖南 长沙　410012
^3．湖南省矿山地质灾害防治与环境再造工程技术研究中心，湖南 长沙　410012, bio={"content":"

孙春辉（1994—），男，河南南阳人，硕士研究生，工程师，主要从事矿山岩石力学及矿山安全、地质灾害治理研究。E-mail:bksunchunhui@163.com

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孙春辉（1994—），男，河南南阳人，硕士研究生，工程师，主要从事矿山岩石力学及矿山安全、地质灾害治理研究。E-mail:bksunchunhui@163.com

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