Article(id=1321893286634180901, 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=1762531200000, receivedDateStr=2025-11-08, revisedDate=null, revisedDateStr=null, acceptedDate=null, acceptedDateStr=null, onlineDate=1793093519122, onlineDateStr=2026-10-27, pubDate=1781712000000, pubDateStr=2026-06-18, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1793093519122, onlineIssueDateStr=2026-10-27, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1793093519122, creator=13701087609, updateTime=1793093519122, 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=93, endPage=102, ext={EN=ArticleExt(id=1321893286839701798, articleId=1321893286634180901, tenantId=1146029695717560320, journalId=1225396423026438145, language=EN, title=Instability Mechanism and Stability Control of Gently Inclined Orebody Stopes Under Coupling Effect of Surface Load and Mining Disturbance, columnId=null, journalTitle=Mining Research and Development, columnName=null, runingTitle=null, highlight=null, articleAbstract=

Aiming at the stability control of surrounding rock in gently inclined orebody stopes and safety risks of surface waste dumps under the coupling effect of surface load and mining disturbance, mechanical parameters of key rock strata were measured via indoor rock mechanics tests. Combined with physical similarity simulation adopting Digital Image Correlation (DIC) technology and three-dimensional numerical simulation, fracture evolution features as well as response laws of stress and displacement fields of stope surrounding rock under dual disturbance were systematically analyzed. Test results show that mining disturbance induces stress redistribution in surrounding rock. Superimposed surface load increases the maximum vertical displacement of stope roof directly beneath the waste dump by 12.86%, and a subsidence center consistent with the theoretical boundary of mining pressure relief arch forms on the surface. Tensile stress concentrates in the roof, floor and upper surrounding rock of the stope, while compressive stress concentrates in inter-level roof and floor pillars. Backfill mining weakens stress concentration and deformation transmission, reducing the compressive stress on inter-level roof and floor pillars by 61.67% and roof tensile stress by 10%-15%. It effectively alleviates the unloading effect and improves the stability of stope-surface system. Field monitoring verifies the effectiveness of the adopted stability control measures, providing a scientific basis for safe mining of similar surface structure-stope coupling systems.

, authors=Lichao Luo¹, Jian Ming², Xiaodong Wang¹, Jianhua Ren¹, Meixue Li², authorsList=Lichao Luo, Jian Ming, Xiaodong Wang, Jianhua Ren, Meixue Li, authorCompany=null, correspAuthors=Jian Ming, 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=1321893287070388519, articleId=1321893286634180901, tenantId=1146029695717560320, journalId=1225396423026438145, language=CN, title=地表载荷与采动耦合作用下缓倾斜矿体采场失稳机制与稳定性控制, columnId=1226462295417598973, journalTitle=矿业研究与开发, columnName=矿山安全与环保, runingTitle=null, highlight=null, articleAbstract=

针对地表载荷与采动耦合作用下缓倾斜矿体采场围岩稳定性控制及地表废石堆场安全问题，采用室内岩石力学试验测定关键岩层力学参数，结合基于数字图像相关技术（DIC）的物理相似模拟与三维数值模拟，系统研究了采场围岩在双重扰动下的破裂演化特征、应力场与位移场响应规律。试验结果表明，采动扰动引发围岩应力重分布，地表载荷叠加使废石堆场正下方采场顶板最大垂直位移增幅为12.86%，地表形成与采动卸压拱理论边界相符的沉降中心；采场顶底板及上端部围岩存在拉应力集中，压应力则集中于中段间顶底柱。充填开采通过削弱应力集中与变形传递，使中段间顶底柱压应力降低了61.67%、顶板拉应力下降10%~15%，有效缓解卸荷效应并提高采场-地表系统稳定性。工程现场监测验证了所采取的稳定性控制措施的有效性，为类似地表构筑物-采场耦合系统的安全开采提供了科学依据。

, authors=罗立超¹, 明建², 王晓东¹, 任建华¹, 李美雪², authorsList=罗立超, 明建, 王晓东, 任建华, 李美雪, authorCompany=null, correspAuthors=明建, authorNote=, correspAuthorsNote=, copyrightStatement=null, copyrightOwner=null, extLink=null, articleAbsUrl=null, sourceXml=HD3s+iph0uakc2vDZMKVfQ==, magXml=VfE1iZefxxI8cdgyZu6ipw==, pdfUrl=null, pdf=FIvctYoPG0HjnQ/BMV8Lig==, pdfFileSize=3607322, pdfExtLink=null, richHtmlUrl=null, mobilePdfUrl=null, reviewReport=null, pdfFirstPage=null, abstractGraph=null, abstractGraphContent=null, abstractVideo=null, citation=null, cebUrl=null, magXmlContent=TePUx46h/R8I+AFDSHuGlw==, mapNumber=null, fund=null)}, authors=[Author(id=1321893287485624623, tenantId=1146029695717560320, journalId=1225396423026438145, articleId=1321893286634180901, orderNo=0, firstName=null, middleName=null, lastName=null, nameCn=null, orcid=null, stid=null, country=null, authorPic=null, dead=0, email=luolichao_ccky@163.com, emailSecond=null, emailThird=null, correspondingAuthor=0, authorType=1, ext={EN=AuthorExt(id=1321893287565316401, tenantId=1146029695717560320, journalId=1225396423026438145, articleId=1321893286634180901, authorId=1321893287485624623, language=EN, stringName=Lichao Luo, firstName=Lichao, middleName=null, lastName=Luo, prefix=null, suffix=null, authorComment=null, nameInitials=null, affiliation=null, department=null, xref=¹, address=^1.Erguna Chengcheng Mining Co., Ltd., Erguna, Inner Mongolia 022250, China, bio=null, bioImg=null, bioContent=null, aboutCorrespAuthor=null), CN=AuthorExt(id=1321893287636619570, tenantId=1146029695717560320, journalId=1225396423026438145, articleId=1321893286634180901, authorId=1321893287485624623, language=CN, stringName=罗立超, firstName=null, middleName=null, lastName=null, prefix=null, suffix=null, authorComment=null, nameInitials=null, affiliation=null, department=null, xref=¹, address=^1．额尔古纳诚诚矿业有限公司，内蒙古 额尔古纳市　022250, bio={"content":"

罗立超（1987—），男，陕西白水人，硕士，工程师，主要从事采矿工程与岩土工程研究。E-mail:luolichao_ccky@163.com

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罗立超（1987—），男，陕西白水人，硕士，工程师，主要从事采矿工程与岩土工程研究。E-mail:luolichao_ccky@163.com

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