Article(id=1284878631910477948, tenantId=1146029695717560320, journalId=1283840460791746584, issueId=1284096873799594072, articleNumber=PA20260711_RTmzkol5, orderNo=null, doi=10.13637/j.issn.1009-6094.2025.1105, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=null, receivedDateStr=null, revisedDate=null, revisedDateStr=null, acceptedDate=null, acceptedDateStr=null, onlineDate=1784268537739, onlineDateStr=2026-07-17, pubDate=1782316800000, pubDateStr=2026-06-25, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1784268537738, onlineIssueDateStr=2026-07-17, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1784268537738, creator=admin, updateTime=1784268537738, updator=admin, issue=Issue{id=1284096873799594072, tenantId=1146029695717560320, journalId=1283840460791746584, year='2026', volume='26', 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articleAbstract=为探究地下开采卸荷作用下深大塌陷坑边坡岩体断裂失稳的机理，揭示其断裂力学机制，构建了含后缘裂隙边坡崩塌的力学模型，并推导了卸荷作用下边坡后缘裂隙起裂、扩展及失稳破坏的力学判据。结合某矿山深大塌陷坑边坡断裂破坏的实际案例，计算了边坡岩体的起裂角、垂直临界高度、分支裂隙扩展长度及安全系数等关键参数。通过理论分析揭示了地下开采卸荷作用下边坡岩体的断裂失稳机制。采用离散元数值模拟方法，研究了边坡岩体断裂的细观演化特征，进一步阐明了开采深度控制的边坡岩体裂隙系统演化规律。结果表明，随着开采深度增加，坡体先经历后缘拉张裂隙与坡脚剪切裂隙协同发育阶段，形成贯通性主控裂隙，后在坡体后缘贯通性裂隙与临空面之间的岩体内部发育局部贯通性裂隙。坡体裂隙演化过程可划分为5个阶段：初始孕育、持续扩展、二次孕育、加速扩展和稳定增长。案例计算得到边坡安全系数为0.941(F_s<1),表明边坡处于失稳状态。理论计算结果与离散元数值模拟及现场地质灾害调查结果吻合良好，验证了力学模型的工程适用性。研究成果可为深大塌陷坑边坡稳定性评价与灾害防治提供理论依据。, authors=null, authorsList=null, authorCompany=null, correspAuthors=null, authorNote=null, correspAuthorsNote=null, copyrightStatement=null, copyrightOwner=null, extLink=null, articleAbsUrl=null, sourceXml=null, magXml=null, 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