Article(id=1314908072091419372, tenantId=1146029695717560320, journalId=1235980550691926019, issueId=1314907935172551117, articleNumber=null, orderNo=null, doi=10.3969/j.issn.0253-6099.2026.03.018, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1766851200000, receivedDateStr=2025-12-28, revisedDate=null, revisedDateStr=null, acceptedDate=null, acceptedDateStr=null, onlineDate=1791428114196, onlineDateStr=2026-10-08, pubDate=null, pubDateStr=null, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1791428114196, onlineIssueDateStr=2026-10-08, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1791428114196, creator=13701087609, updateTime=1791428114196, updator=13701087609, issue=Issue{id=1314907935172551117, tenantId=1146029695717560320, journalId=1235980550691926019, year='2026', volume='46', issue='3', pageStart='1', pageEnd='297', issueExtLink='null', onlineDate='null', pubDate='1780243200000', pubDateStr='2026-06-01', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=null, createTime=1791428081553, creator='13701087609', updateTime=1791430444568, updator='13701087609', preIssue=null, nextIssue=null, articleTotal=null, ext={EN=IssueExt(id=1314917846770082179, tenantId=1146029695717560320, journalId=1235980550691926019, issueId=1314907935172551117, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1314917846770082180, tenantId=1146029695717560320, journalId=1235980550691926019, issueId=1314907935172551117, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null, downloadFileDto=null}, startPage=137, endPage=144, ext={EN=ArticleExt(id=1314908073844638445, articleId=1314908072091419372, tenantId=1146029695717560320, journalId=1235980550691926019, language=EN, title=Deterioration Laws of Mechanical Properties of Freeze-Thaw Andesite Under Different Confining Pressures, columnId=1236276106018484431, journalTitle=Mining and Metallurgical Engineering, columnName=MINING, runingTitle=null, highlight=null, articleAbstract=

To address the challenge of freeze-thaw instability of rock slopes in alpine mining areas, the andesite from a slope in a mining area in Ngari of Xizang was taken as the research object. Through freeze-thaw cycle tests, uniaxial compression tests, and triaxial compression tests, the deterioration laws of the mechanical properties of freeze-thaw andesite under different confining pressures were obtained. The results show that with an increase in the number of freeze-thaw cycles, both the compressive strength and shear parameters of the andesite exhibit a decreasing trend, and the deterioration degree gradually increases. Under unconfined conditions, the failure mode of the andesite evolves from splitting failure to mixed splitting-shear failure with an increase in the number of freeze-thaw cycles, accompanied by an increase in cracks. When confining pressure is applied, it enhances the compressive capacity of the rock to a certain extent. As the confining pressure increases, the failure mode gradually transitions from brittle failure to shear-slip failure. After a higher number of freeze-thaw cycles, radial crack propagation develops, accompanied by obvious spalling phenomena.

, authors=Yunteng DENG^{1, 2, 3}, Xuanze LIU⁴, Jun FU^{1, 2, 3}, Han ZHOU^{1, 4}, An CHEN¹, Zheng FU², authorsList=Yunteng DENG, Xuanze LIU, Jun FU, Han ZHOU, An CHEN, Zheng FU, authorCompany=null, correspAuthors=Jun FU, Han ZHOU, 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=1314908074209542894, articleId=1314908072091419372, tenantId=1146029695717560320, journalId=1235980550691926019, language=CN, title=不同围压下冻融安山岩力学性能劣化规律, columnId=1236276106219811026, journalTitle=矿冶工程杂志, columnName=采矿, runingTitle=null, highlight=null, articleAbstract=

针对高寒矿区岩石边坡冻融失稳难题，以西藏阿里地区某矿区边坡安山岩为研究对象，通过冻融循环试验、单轴压缩试验、三轴压缩试验，得出不同围压下冻融安山岩力学性能劣化规律。结果表明，随着冻融循环次数增加，安山岩抗压强度和抗剪参数均表现为衰减趋势，劣化度逐渐增大。在无围压状态下，安山岩破坏模式随着冻融循环次数增加由劈裂破坏向劈裂-剪切混合破坏演化，并伴随着裂纹增多。施加围压后，围压在一定程度上增强了岩石的抗压能力，随着围压增大，破坏模式逐渐由脆性破坏向剪切滑移破坏模式转变，在较高冻融循环次数下形成辐射状的裂纹扩展，伴随明显的片状脱落现象。

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邓云腾（2001—），男，云南昭通人，硕士研究生，主要研究方向为岩石力学。E-mail: 2591817486@qq.com

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邓云腾（2001—），男，云南昭通人，硕士研究生，主要研究方向为岩石力学。E-mail: 2591817486@qq.com

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