Article(id=1322560000531214737, tenantId=1146029695717560320, journalId=1225396423026438145, issueId=1322559951067792299, 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=1745510400000, receivedDateStr=2025-04-25, revisedDate=null, revisedDateStr=null, acceptedDate=null, acceptedDateStr=null, onlineDate=1793252476103, onlineDateStr=2026-10-29, pubDate=1777046400000, pubDateStr=2026-04-25, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1793252476103, onlineIssueDateStr=2026-10-29, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1793252476103, creator=13701087609, updateTime=1793252476103, updator=13701087609, issue=Issue{id=1322559951067792299, tenantId=1146029695717560320, journalId=1225396423026438145, year='2026', volume='46', issue='4', pageStart='1', pageEnd='294', issueExtLink='null', onlineDate='null', pubDate='1777046400000', pubDateStr='2026-04-25', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=null, createTime=1793252464310, creator='13701087609', updateTime=1793252763065, updator='13701087609', preIssue=null, nextIssue=null, articleTotal=null, ext={EN=IssueExt(id=1322561204200001631, tenantId=1146029695717560320, journalId=1225396423026438145, issueId=1322559951067792299, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1322561204200001632, tenantId=1146029695717560320, journalId=1225396423026438145, issueId=1322559951067792299, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null, downloadFileDto=null}, startPage=94, endPage=103, ext={EN=ArticleExt(id=1322560000711569810, articleId=1322560000531214737, tenantId=1146029695717560320, journalId=1225396423026438145, language=EN, title=Research on Surrounding Rock Support of Mining Roadway Based on Mudstone Composite Roof Classification, columnId=null, journalTitle=Mining Research and Development, columnName=null, runingTitle=null, highlight=null, articleAbstract=
To solve the problems of difficult management of the mudstone composite roof and poor roadway support effect in a coal mine in Shanxi Province, taking a typical working face of the coal mine as the engineering background, an in-depth study was conducted on the support scheme and support effect of the mining roadway with mudstone composite roof by means of field investigation, laboratory test, theoretical analysis and numerical simulation. First, the mudstone composite roof was classified according to the engineering geological conditions. Then, through physical and mechanical tests, the physical and mechanical parameters of each rock layer of the roof were obtained, which provides a reduction basis for the rock mass parameters in the numerical simulation. The corresponding roadway support schemes were formulated, and the support effect was evaluated using numerical simulation technology. The results show that based on the occurrence characteristics of the mudstone layer, the mudstone composite roof can be divided into five types. The main components of mudstone are clay minerals and quartz, with an internal friction angle of 30.78° and a cohesion of 75.362 kPa. A differentiated support scheme is proposed, that is, bolt-mesh-cable support is adopted for type Ⅰ, Ⅲ and Ⅳ roof roadways, bolt-mesh support is adopted for type Ⅱ roof roadway, and I-beam shed support is adopted for type Ⅴ roof roadway. The numerical simulation and field measurement results show that the designed support scheme can effectively control the deformation of the surrounding rock of the roadway and ensure the stability of the roadway with mudstone composite roof. The research results can provide a reference for roadway support design under similar geological conditions.
, authors=Pengfei GUO
1, Yiqing ZHAO
2, 3, Yang LIU
2, 3, Rongxing AO
2, 3, authorsList=Pengfei GUO, Yiqing ZHAO, Yang LIU, Rongxing AO, authorCompany=null, correspAuthors=Yiqing ZHAO, 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=1322560000959033747, articleId=1322560000531214737, tenantId=1146029695717560320, journalId=1225396423026438145, language=CN, title=基于黄泥顶板分类的回采巷道围岩支护研究, columnId=1226462295417598973, journalTitle=矿业研究与开发, columnName=矿山安全与环保, runingTitle=null, highlight=null, articleAbstract=
为解决山西某煤矿黄泥顶板管理难度大、巷道支护效果差等问题,以山西某煤矿典型工作面为工程背景,采用现场调研、室内试验、理论分析、数值模拟等方法,对黄泥顶板回采巷道支护方案及支护效果进行深入研究。首先根据工程地质条件对黄泥顶板进行了分类,然后通过物理力学试验,获得了顶板各岩层的物理力学参数,为数值模拟中岩体参数提供了折减依据。制定了相应的巷道支护方案,并采用数值模拟技术对支护效果进行了评估。结果表明,基于黄泥层赋存特征,将黄泥顶板划分为五类;黄泥的主要成分为黏土矿物和石英,内摩擦角为30.78°,黏聚力为75.362 kPa;提出了差异化支护方案,即Ⅰ、Ⅲ、Ⅳ类顶板巷道采用锚网索支护,Ⅱ类顶板采用锚网支护,Ⅴ类顶板采用工字钢棚支护。数值模拟和现场实测结果表明,所设计的支护方案可有效控制巷道围岩的变形,保证黄泥顶板巷道的稳定性。研究结果可为类似地质条件下的巷道支护设计提供参考。
, authors=郭朋飞
1, 赵怡晴
2, 3, 刘洋
2, 3, 敖荣幸
2, 3, authorsList=郭朋飞, 赵怡晴, 刘洋, 敖荣幸, authorCompany=null, correspAuthors=赵怡晴, authorNote=
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1, address=
1.Sihe Coal Mine of Jincheng Holding Equipment Manufacturing Group Co., Ltd., Jincheng, Shanxi 048205, China, bio=null, bioImg=null, bioContent=null, aboutCorrespAuthor=null), CN=AuthorExt(id=1322560001571402145, tenantId=1146029695717560320, journalId=1225396423026438145, articleId=1322560000531214737, authorId=1322560001441378718, language=CN, stringName=郭朋飞, firstName=null, middleName=null, lastName=null, prefix=null, suffix=null, authorComment=null, nameInitials=null, affiliation=null, department=null, xref=
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1.晋能控股装备制造集团有限公司寺河煤矿,山西 晋城市 048205, bio={"content":"
郭朋飞(1984一),男,山西泽州人,硕士,工程师,主要从事煤矿安全生产管理工作。E-mail:305009732@qq.com
"}, bioImg=null, bioContent=
郭朋飞(1984一),男,山西泽州人,硕士,工程师,主要从事煤矿安全生产管理工作。E-mail:305009732@qq.com
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2.School of Resources and Safety Engineering, University of Science and Technology Beijing, Beijing 100083, China
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2.北京科技大学 资源与安全工程学院,北京 100083
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2, 3, address=
2.School of Resources and Safety Engineering, University of Science and Technology Beijing, Beijing 100083, China
3.Key Laboratory of Ministry of Education for Efficient Mining and Safety of Metal Mines, Beijing 100083, China, bio=null, bioImg=null, bioContent=null, aboutCorrespAuthor=null), CN=AuthorExt(id=1322560002049552813, tenantId=1146029695717560320, journalId=1225396423026438145, articleId=1322560000531214737, authorId=1322560001898557865, language=CN, stringName=刘洋, firstName=null, middleName=null, lastName=null, prefix=null, suffix=null, authorComment=null, nameInitials=null, affiliation=null, department=null, xref=
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2.北京科技大学 资源与安全工程学院,北京 100083
3.金属矿山高效开采与安全教育部重点实验室,北京 100083, bio=null, bioImg=null, bioContent=null, aboutCorrespAuthor=null)}, companyList=[AuthorCompany(id=1322560001248440727, tenantId=1146029695717560320, journalId=1225396423026438145, articleId=1322560000531214737, xref=2., ext=[AuthorCompanyExt(id=1322560001256829336, tenantId=1146029695717560320, journalId=1225396423026438145, articleId=1322560000531214737, companyId=1322560001248440727, language=EN, country=null, province=null, city=null, postcode=null, companyName=null, departmentName=null, remark=
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2.School of Resources and Safety Engineering, University of Science and Technology Beijing, Beijing 100083, China
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