Article(id=1314908033591902692, tenantId=1146029695717560320, journalId=1235980550691926019, issueId=1314907832038810534, articleNumber=null, orderNo=null, doi=10.3969/j.issn.0253-6099.2026.02.010, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1762099200000, receivedDateStr=2025-11-03, revisedDate=null, revisedDateStr=null, acceptedDate=null, acceptedDateStr=null, onlineDate=1791428105017, onlineDateStr=2026-10-08, pubDate=null, pubDateStr=null, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1791428105017, onlineIssueDateStr=2026-10-08, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1791428105017, creator=13701087609, updateTime=1791428105017, updator=13701087609, issue=Issue{id=1314907832038810534, tenantId=1146029695717560320, journalId=1235980550691926019, year='2026', volume='46', issue='2', pageStart='1', pageEnd='214', issueExtLink='null', onlineDate='null', pubDate='1774972800000', pubDateStr='2026-04-01', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=null, createTime=1791428056964, creator='13701087609', updateTime=1791430468655, updator='13701087609', preIssue=null, nextIssue=null, articleTotal=null, ext={EN=IssueExt(id=1314917947500486818, tenantId=1146029695717560320, journalId=1235980550691926019, issueId=1314907832038810534, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1314917947500486819, tenantId=1146029695717560320, journalId=1235980550691926019, issueId=1314907832038810534, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null, downloadFileDto=null}, startPage=66, endPage=72, ext={EN=ArticleExt(id=1314908033856143845, articleId=1314908033591902692, tenantId=1146029695717560320, journalId=1235980550691926019, language=EN, title=Mechanical Properties and Failure Characteristics of Argillaceous Weathered Dolomite Under Different Stress Paths, columnId=1236276106018484431, journalTitle=Mining and Metallurgical Engineering, columnName=MINING, runingTitle=null, highlight=null, articleAbstract=
To investigate the mechanical response of argillaceous weathered dolomite and its effect on engineering stability, the weathered dolomite from a mining area was taken for research. Laboratory tests including uniaxial compression, uniaxial splitting and conventional triaxial compression were carried out to systematically analyze its mechanical properties and failure modes under different stress paths. The results show that:Compared with non-argillaceous weathered dolomite, the compressive strength and tensile strength of argillaceous weathered dolomite decrease significantly, while the deformation capacity is enhanced; the compressive strength of weathered dolomite decreases obviously under water-bearing conditions, and argillaceous weathered dolomite is more sensitive to water; in triaxial compression tests, the increase of confining pressure can effectively improve the strength and toughness of rock; argillaceous weathered dolomite is prone to plastic deformation and shear failure, whereas non-argillaceous weathered dolomite tends to brittle failure under high confining pressure.
, authors=Wei WEI, Chong CHEN, Xiaojie SHEN, Bing CUI, Tianhao CHEN, authorsList=Wei WEI, Chong CHEN, Xiaojie SHEN, Bing CUI, Tianhao CHEN, authorCompany=null, correspAuthors=Chong CHEN, 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=1314908035076686310, articleId=1314908033591902692, tenantId=1146029695717560320, journalId=1235980550691926019, language=CN, title=不同应力路径下含泥质风化白云岩的力学特性和破坏特征, columnId=1236276106219811026, journalTitle=矿冶工程杂志, columnName=采矿, runingTitle=null, highlight=null, articleAbstract=
为研究含泥质风化白云岩的力学响应及其对工程稳定性的影响,以某矿区风化白云岩为研究对象,通过单轴压缩、单轴劈裂及常规三轴压缩等室内试验,系统分析其在不同应力路径下的力学特性与破坏模式。结果表明:相较于不含泥质风化白云岩,含泥质风化白云岩的抗压强度与抗拉强度显著降低,变形能力增强;含水条件下风化白云岩抗压强度明显衰减,含泥质风化白云岩更为敏感;三轴压缩试验中围压升高可有效提升岩石强度与韧性;含泥质风化白云岩更易发生塑性变形及剪切破坏,而不含泥质风化白云岩在高围压条件下倾向于发生脆性破坏。
, authors=魏威, 陈冲, 沈晓杰, 崔冰, 陈天浩, authorsList=魏威, 陈冲, 沈晓杰, 崔冰, 陈天浩, authorCompany=null, correspAuthors=陈冲, authorNote=
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魏威(1987-),男,辽宁阜新人,高级工程师,主要从事矿山安全开采及岩石力学方面的研究工作。E-mail:weiw1987@outlook.com
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魏威(1987-),男,辽宁阜新人,高级工程师,主要从事矿山安全开采及岩石力学方面的研究工作。E-mail:weiw1987@outlook.com
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