Article(id=1281608077426279333, tenantId=1146029695717560320, journalId=1146031787341344770, issueId=1281608054340829934, articleNumber=null, orderNo=null, doi=10.16265/j.cnki.issn1003-3033.2026.04.0761, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1763827200000, receivedDateStr=2025-11-23, revisedDate=1770220800000, revisedDateStr=2026-02-05, acceptedDate=null, acceptedDateStr=null, onlineDate=1783488776784, onlineDateStr=2026-07-08, pubDate=1777305600000, pubDateStr=2026-04-28, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1783488776784, onlineIssueDateStr=2026-07-08, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1783488776784, creator=13701087609, updateTime=1783488776784, updator=13701087609, issue=Issue{id=1281608054340829934, tenantId=1146029695717560320, journalId=1146031787341344770, year='2026', volume='36', issue='4', pageStart='1', pageEnd='286', issueExtLink='null', onlineDate='null', pubDate='1777305600000', pubDateStr='2026-04-28', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=null, createTime=1783488771281, creator='13701087609', updateTime=1783588648031, updator='13701087609', preIssue=null, nextIssue=null, articleTotal=null, ext={EN=IssueExt(id=1282026967885124001, tenantId=1146029695717560320, journalId=1146031787341344770, issueId=1281608054340829934, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1282026967885124002, tenantId=1146029695717560320, journalId=1146031787341344770, issueId=1281608054340829934, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null, downloadFileDto=null}, startPage=114, endPage=122, ext={EN=ArticleExt(id=1281608077615023014, articleId=1281608077426279333, tenantId=1146029695717560320, journalId=1146031787341344770, language=EN, title=Settlement deformation analysis of fissured loess foundation based on centrifugal model test, columnId=1277328337617941059, journalTitle=China Safety Science Journal, columnName=Safety Technology and Engineering, runingTitle=null, highlight=null, articleAbstract=

To investigate the influence of pre-existing fissures on the settlement and deformation behavior of high-fill compacted loess foundations, geotechnical centrifuge model tests were conducted for a flat-terrain high-fill engineering scenario. Two foundation models, an intact model and a fissured model, were designed and comparatively examined during the loading process with respect to deformation development and failure characteristics. The results show that the failure mode is transformed by fissures from a single tensile-cracking pattern to a combined tensile-shear failure, in which fissure propagation, a branched crack network, and stepped surface dislocation are formed. The overall stiffness and stability of the foundation are reduced by fissures; settlement is initiated earlier than in the intact model, the total settlement is increased, and the settlement distribution is more non-uniform. A V-shaped concentration pattern of surface settlement is exhibited and is markedly intensified with increasing load. In addition, a distinct stratified effect on stress distribution is induced by the fissure structure: vertical stress is concentrated in the upper layer, weakened in the middle layer, and only slightly affected in the lower layer, whereas horizontal stress is concentrated near the bottom and released in the middle and upper layers. These changes reconstruct stress-transfer paths and increase the risk of local instability.

, authors=Yuan Mei^{1, 2}, Mengna Miao^{**, 1, 2}, Xinyu Tian^{1, 2}, Yanan Le^{1, 2}, Yanan Yu^{1, 2}, authorsList=Yuan Mei, Mengna Miao, Xinyu Tian, Yanan Le, Yanan Yu, authorCompany=null, correspAuthors=Mengna Miao, 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=1281608078097367977, articleId=1281608077426279333, tenantId=1146029695717560320, journalId=1146031787341344770, language=CN, title=基于离心模型试验的裂隙黄土地基沉降变形分析, columnId=1277328337940902469, journalTitle=中国安全科学学报, columnName=安全技术与工程, runingTitle=null, highlight=null, articleAbstract=

为探究既有裂隙对高填方压实黄土地基沉降变形特性的影响，以平坦场地高填方工程为背景，采用土工离心模型试验方法，设计并对比分析无裂隙与含裂隙2组高填方地基模型在加载过程中的变形与破坏特性。结果表明：裂隙改变地基的破坏形态，由单一拉裂转变为拉剪复合破坏，表现为裂隙拓展、树枝状裂缝网络及阶梯错动等复杂破坏特征；裂隙降低地基整体刚度与稳定性，使含裂隙地基沉降早于无裂隙地基发生，总沉降量增大，沉降分布更加不均，地表沉降呈“V型”集中态势，随荷载增加而显著加剧；此外，裂隙结构对地基应力分布具有明显的分层影响，竖向应力表现为上部集中、中部削弱、底部影响较小，水平应力则在底部发生集中、中上部释放，改变应力传递路径，增加局部失稳风险。

, authors=梅源教授^{1, 2}, 苗梦娜^{**, 1, 2}, 田新宇^{1, 2}, 乐亚楠^{1, 2}, 余雅楠^{1, 2}, authorsList=梅源教授, 苗梦娜, 田新宇, 乐亚楠, 余雅楠, authorCompany=null, correspAuthors=苗梦娜, authorNote=, correspAuthorsNote=, copyrightStatement=null, copyrightOwner=null, extLink=null, articleAbsUrl=null, sourceXml=2FgrUgW5894tKMkoaYCqmw==, magXml=fUxvVIzQhLjBLunfOvXSIA==, pdfUrl=null, pdf=oqUWMQbYGYwKNwHqDvaboA==, pdfFileSize=1991299, pdfExtLink=null, richHtmlUrl=null, mobilePdfUrl=null, reviewReport=null, pdfFirstPage=null, abstractGraph=null, abstractGraphContent=null, abstractVideo=null, citation=null, cebUrl=null, magXmlContent=4Im7jvOAg/asYI83pvRKGw==, mapNumber=null, fund=null)}, authors=[Author(id=1281608078491632561, tenantId=1146029695717560320, journalId=1146031787341344770, articleId=1281608077426279333, orderNo=0, firstName=null, middleName=null, lastName=null, nameCn=null, orcid=null, stid=null, country=null, authorPic=null, dead=0, email=meiyuan@xauat.edu.cn, emailSecond=null, emailThird=null, correspondingAuthor=0, authorType=1, ext={EN=AuthorExt(id=1281608078596490164, tenantId=1146029695717560320, journalId=1146031787341344770, articleId=1281608077426279333, authorId=1281608078491632561, language=EN, stringName=Yuan Mei, firstName=Yuan, middleName=null, lastName=Mei, prefix=null, suffix=null, authorComment=null, nameInitials=null, affiliation=null, department=null, xref=^{1, 2}, address=¹School of Civil Engineering, Xi'an University of Architecture and Technology, Xi'an Shaanxi 710055, China
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²西安建筑科技大学 陕西省岩土与地下空间工程重点实验室，陕西 西安 710055, bio={"content":"

梅源（1983—），男，河南信阳人，博士，教授，主要从事土木工程施工与管理方面的教学与科研工作。E-mail: meiyuan@xauat.edu.cn。

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梅源（1983—），男，河南信阳人，博士，教授，主要从事土木工程施工与管理方面的教学与科研工作。E-mail: meiyuan@xauat.edu.cn。

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