Article(id=1321893291445043805, 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=1748448000000, receivedDateStr=2025-05-29, revisedDate=null, revisedDateStr=null, acceptedDate=null, acceptedDateStr=null, onlineDate=1793093520269, onlineDateStr=2026-10-27, pubDate=1781712000000, pubDateStr=2026-06-18, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1793093520269, onlineIssueDateStr=2026-10-27, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1793093520269, creator=13701087609, updateTime=1793093520269, 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=103, endPage=111, ext={EN=ArticleExt(id=1321893291625398878, articleId=1321893291445043805, tenantId=1146029695717560320, journalId=1225396423026438145, language=EN, title=Study on In-Situ Stress Distribution Law of Fault-Containing Strata Based on Stress Relief Method and Rapid Stress Boundary Method, columnId=null, journalTitle=Mining Research and Development, columnName=null, runingTitle=null, highlight=null, articleAbstract=
The distribution law of in-situ stress at working faces is crucial for the safe production of metal mines. Aiming at the complex problem of in-situ stress distribution at working faces under fault structure conditions in a spodumene ore body, the stress distribution law was explored by combining numerical simulation and field measurement. Based on measured data, the initial state of underground engineering under the real in-situ stress field was simulated using the rapid stress boundary method. The results show that stress concentration exists at the upper part of the hanging wall and the lower part of the footwall of each fault, and stress distribution at other positions presents obvious hierarchical characteristics. The inversion data of numerical simulation show that abrupt changes occur in stress contours on both sides of the faults. Specifically, the stress rises from 7 MPa to 20 MPa in areas with high fault density. The measured stress values are consistent with numerical simulation results in fault-free zones. It indicates that the rapid stress boundary method can accurately reflect the actual stress state of underground rock mass and help compensate for the limitation that measuring points must avoid adverse structural planes such as faults.
, authors=Ning Yang
1, 2, Zhouying Zhong
1, 2, Yuejin Peng
1, 2, Shiqiang Xi
3, Zhiping Ma
3, Xiaoping Kan
3, authorsList=Ning Yang, Zhouying Zhong, Yuejin Peng, Shiqiang Xi, Zhiping Ma, Xiaoping Kan, authorCompany=null, correspAuthors=Zhouying Zhong, 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=1321893291872862815, articleId=1321893291445043805, tenantId=1146029695717560320, journalId=1225396423026438145, language=CN, title=基于应力解除法与快速应力边界法的含断层地应力分布规律研究, columnId=1226462295417598973, journalTitle=矿业研究与开发, columnName=矿山安全与环保, runingTitle=null, highlight=null, articleAbstract=
金属矿山工作面地应力分布规律对矿山安全生产至关重要。针对某锂辉石矿体含断层构造条件下的工作面地应力分布复杂难题,结合数值模拟与现场实测,探究了地应力分布规律。基于实测数据,运用快速应力边界法模拟出地下工程在真实地应力场作用下的初始状态。结果显示,各断层上盘的上部与下盘的下部存在地应力集中,而其他位置的应力分布有较好的层次性;数值模拟反演数据显示,断层两侧的地应力等值线发生突变,尤其是当断层密度较大时,地应力由7 MPa增大到20 MPa;在不含断层处,地应力实际测量结果与数值模拟分析结果较为吻合,这表明快速应力边界法能准确地反映地下岩体工程的实际地应力状态,并且可以弥补地应力实测点要避开断层等不良结构面的不足。
, authors=杨宁
1, 2, 钟周颖
1, 2, 彭跃金
1, 2, 席世强
3, 马志平
3, 阚晓平
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杨宁(1992—),男,宁夏中卫人,硕士,高级工程师,主要从事采矿工程技术研究工作。E-mail:34040682@qq.com
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杨宁(1992—),男,宁夏中卫人,硕士,高级工程师,主要从事采矿工程技术研究工作。E-mail:34040682@qq.com
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