Article(id=1281608184972428044, tenantId=1146029695717560320, journalId=1146031787341344770, issueId=1281608117335068953, articleNumber=null, orderNo=null, doi=10.16265/j.cnki.issn1003-3033.2026.03.1000, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1754755200000, receivedDateStr=2025-08-10, revisedDate=1765296000000, revisedDateStr=2025-12-10, acceptedDate=null, acceptedDateStr=null, onlineDate=1783488802402, onlineDateStr=2026-07-08, pubDate=1774627200000, pubDateStr=2026-03-28, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1783488802402, onlineIssueDateStr=2026-07-08, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1783488802402, creator=13701087609, updateTime=1783488802402, updator=13701087609, issue=Issue{id=1281608117335068953, tenantId=1146029695717560320, journalId=1146031787341344770, year='2026', volume='36', issue='3', pageStart='1', pageEnd='270', issueExtLink='null', onlineDate='null', pubDate='1774627200000', pubDateStr='2026-03-28', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=null, createTime=1783488786300, creator='13701087609', updateTime=1783588670896, updator='13701087609', preIssue=null, nextIssue=null, articleTotal=null, ext={EN=IssueExt(id=1282027063758533259, tenantId=1146029695717560320, journalId=1146031787341344770, issueId=1281608117335068953, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1282027063758533260, tenantId=1146029695717560320, journalId=1146031787341344770, issueId=1281608117335068953, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null, downloadFileDto=null}, startPage=221, endPage=228, ext={EN=ArticleExt(id=1281608185194726157, articleId=1281608184972428044, tenantId=1146029695717560320, journalId=1146031787341344770, language=EN, title=Meso response mechanism of diorite under loading and unloading conditions, columnId=1278415493535076803, journalTitle=China Safety Science Journal, columnName=Disaster Prevention and Mitigation Technology and Engineering, runingTitle=null, highlight=null, articleAbstract=

In order to explore the microscopic response characteristics of hard rock under the loading and unloading stress paths, the diorite numerical model under 20 MPa confining pressure was carried out by using the PFC^3D program. Then, the numerical simulation results were compared with the laboratory test results to verify the reliability of the numerical simulation scheme. On this basis, the change characteristics of micro particle velocity, contact force and tensile shear micro-crack along the axial and radial direction of the model during loading and unloading were studied. The results show that in the pre-peak stage, driven by synergistic effects of terminal energy input and lateral confinement, particle axial velocity exhibits higher values at the ends and lower values in the central region, while radial velocity increases linearly from interior to exterior. Contact normal forces demonstrate enhanced distribution characteristics along both axial (ends > center) and radial (periphery > core) directions, with sustained growth during loading. Tensile cracks dominate damage initiation, concentrating radially near unloading surfaces while distributing uniformly axially. In the post-peak stage, an abrupt reduction of lateral confinement triggers a dramatic particle velocity surge. Disintegration of force chains precipitates rapid decay in contact normal and shear forces. Accelerated propagation of tensile-shear micro-cracks occurs at the mesoscopic level, particularly with shear cracks concentrating and coalescing along double-shear planes, directly precipitating macroscopic bearing-capacity collapse.

, authors=Xuexu AN^{1, 2}, Zhiping HU^{**, 2, 3}, Zhenlin WANG⁴, An'an TIAN⁴, Yonghui ZHANG², authorsList=Xuexu AN, Zhiping HU, Zhenlin WANG, An'an TIAN, Yonghui ZHANG, authorCompany=null, correspAuthors=Zhiping HU, 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=1281608185861620496, articleId=1281608184972428044, tenantId=1146029695717560320, journalId=1146031787341344770, language=CN, title=加卸荷条件下闪长岩细观响应机制, columnId=1149735802885817075, journalTitle=中国安全科学学报, columnName=防灾减灾技术与工程, runingTitle=null, highlight=null, articleAbstract=

为探究加卸荷应力路径下硬岩的细观响应特征，采用颗粒流程序（PFC^3D）软件开展20 MPa围压下闪长岩三维数值模拟加卸荷试验，并将数值模拟结果与室内试验结果对比，验证该数值模拟方案的可靠性；在此基础上，分析闪长岩模型加卸荷宏观变形过程中内部颗粒速度、接触力以及拉剪微裂纹沿模型轴向与径向的分布特征。结果表明：峰前阶段，受端部能量输入与侧向约束协同作用，颗粒轴向速度呈端部高、中部低的分布特征，径向速度由内向外线性递增；接触法向力沿轴向（端部>中部）和径向（边缘>内部）呈现边缘强化分布特征并持续增长，拉裂纹主导损伤（径向聚集卸荷面、轴向均匀分布）。峰后阶段，侧向约束骤减引发颗粒速度剧增，接触力链断裂导致接触法向力与剪力快速衰减；细观层面拉剪裂纹加速扩展，尤其剪裂纹在双剪斜面聚集贯通，直接触发宏观承载力骤降。

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²School of Civil Engineering, Chang'an University, Xi'an Shaanxi 710061, China, bio=null, bioImg=null, bioContent=null, aboutCorrespAuthor=null), CN=AuthorExt(id=1281608188306899746, tenantId=1146029695717560320, journalId=1146031787341344770, articleId=1281608184972428044, authorId=1281608186520126238, language=CN, stringName=安学旭讲师, firstName=null, middleName=null, lastName=null, prefix=null, suffix=null, authorComment=null, nameInitials=null, affiliation=null, department=null, xref=^{1, 2}, address=¹陕西交通职业技术学院 铁道工程学院，陕西 西安 710018
²长安大学 建筑工程学院，陕西 西安 710061, bio={"content":"

安学旭（1989—），男，陕西延安人，博士，讲师，主要从事深部隧洞病害防控等方面的研究。E-mail:412169225@qq.com。

"}, bioImg=null, bioContent=

安学旭（1989—），男，陕西延安人，博士，讲师，主要从事深部隧洞病害防控等方面的研究。E-mail:412169225@qq.com。

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