Article(id=1321866300163474076, tenantId=1146029695717560320, journalId=1225396423026438145, issueId=1321866297609146910, 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=1746892800000, receivedDateStr=2025-05-11, revisedDate=null, revisedDateStr=null, acceptedDate=null, acceptedDateStr=null, onlineDate=1793087085047, onlineDateStr=2026-10-27, pubDate=1779638400000, pubDateStr=2026-05-25, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1793087085047, onlineIssueDateStr=2026-10-27, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1793087085047, creator=13701087609, updateTime=1793087085047, updator=13701087609, issue=Issue{id=1321866297609146910, tenantId=1146029695717560320, journalId=1225396423026438145, year='2026', volume='46', issue='5', pageStart='1', pageEnd='312', issueExtLink='null', onlineDate='null', pubDate='1779638400000', pubDateStr='2026-05-25', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=null, createTime=1793087084438, creator='13701087609', updateTime=1793094562481, updator='13701087609', preIssue=null, nextIssue=null, articleTotal=null, ext={EN=IssueExt(id=1321897662853533805, tenantId=1146029695717560320, journalId=1225396423026438145, issueId=1321866297609146910, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1321897662853533806, tenantId=1146029695717560320, journalId=1225396423026438145, issueId=1321866297609146910, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null, downloadFileDto=null}, startPage=73, endPage=80, ext={EN=ArticleExt(id=1321866300427715229, articleId=1321866300163474076, tenantId=1146029695717560320, journalId=1225396423026438145, language=EN, title=Optimization Study of Cut Patterns Considering Bedding Distribution in Roadway, columnId=null, journalTitle=Mining Research and Development, columnName=null, runingTitle=null, highlight=null, articleAbstract=
The joint bedding structures in the roadway will change the stress propagation and failure mode of the rock mass under the blasting load, and affect the cutting blasting effect and driving efficiency. In order to reveal the influence mechanism of bedding structure on the response of cut blasting, a quasi-three-dimensional finite element model of roadway considering joint dip angle was constructed based on the engineering background of a mine roadway. The ALE fluid-solid coupling algorithm was used to compare and analyze the characteristics of stress wave propagation and damage evolution under the conditions without bedding and with bedding. The results show that the bedding structure significantly weakens the stress wave coupling strength, and the average effective stress decreases by 61.64%, which causes the difficulty in forming effective penetration in the central area of the cut. Regarding this issue, an improvement scheme for adding auxiliary cutting holes was proposed. The results of numerical simulation and field test show that the improved scheme effectively enhances the energy aggregation effect in the central area of the cut, and forms a typical "through-type high-damage channel". The rock mass is more fully broken, the continuity is better, and the bulk rate is significantly reduced. The research results can provide theoretical support and engineering reference for cutting blasting design under complex structural plane conditions.
, authors=Buqiang Wu
1, Bingxu Wei
1, Qiang Huang
1, Haoshan Liu
2, authorsList=Buqiang Wu, Bingxu Wei, Qiang Huang, Haoshan Liu, authorCompany=null, correspAuthors=Haoshan Liu, 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=1321866300889088670, articleId=1321866300163474076, tenantId=1146029695717560320, journalId=1225396423026438145, language=CN, title=考虑巷道层理分布的掏槽方式优化研究, columnId=1226462294490657775, journalTitle=矿业研究与开发, columnName=采矿与矿山充填, runingTitle=null, highlight=null, articleAbstract=
巷道中节理层理结构会改变爆破载荷下岩体的应力传播与破坏模式,影响掏槽爆破效果与掘进效率。为揭示层理结构对掏槽爆破响应的影响机制,以某矿巷道为工程背景,构建考虑节理倾角巷道的准三维有限元模型,采用ALE流固耦合算法对比分析了无层理与含层理工况下应力波传播与损伤演化特征。结果表明,层理结构显著削弱了应力波耦合强度,平均有效应力降低幅值达61.64%,导致掏槽中心区域难以形成有效贯通。针对该问题,提出了增加一对辅助掏槽孔的改进方案。数值模拟和现场试验验证结果表明,改进方案有效增强了掏槽中心区域的能量聚集效应,形成了典型的“贯通型高损伤通道”,岩体破碎更充分,连续性更好,大块率显著降低。研究成果可为复杂结构面条件下掏槽爆破设计提供理论支持与工程参考。
, authors=武卜强
1, 韦秉旭
1, 黄强
1, 刘浩杉
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武卜强(1999—),男,陕西渭南人,硕士研究生,主要从事隧道掘进方面的研究。E-mail: 1332591162@qq.com
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武卜强(1999—),男,陕西渭南人,硕士研究生,主要从事隧道掘进方面的研究。E-mail: 1332591162@qq.com
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