Article(id=1222925280486871421, tenantId=1146029695717560320, journalId=1205116964453384197, issueId=1222925278838513745, articleNumber=null, orderNo=null, doi=10.20040/j.cnki.1000-7709.2023.20220758, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1650038400000, receivedDateStr=2022-04-16, revisedDate=1651939200000, revisedDateStr=2022-05-08, acceptedDate=null, acceptedDateStr=null, onlineDate=1769497707720, onlineDateStr=2026-01-27, pubDate=1677254400000, pubDateStr=2023-02-25, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1769497707720, onlineIssueDateStr=2026-01-27, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1769497707720, creator=13701087609, updateTime=1769497707720, updator=13701087609, issue=Issue{id=1222925278838513745, tenantId=1146029695717560320, journalId=1205116964453384197, year='2023', volume='41', issue='2', pageStart='1', pageEnd='220', issueExtLink='null', onlineDate='null', pubDate='null', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=null, createTime=1769497707328, creator=13701087609, updateTime=1769497707328, updator=13701087609, preIssue=null, nextIssue=null, ext=null, issueFiles=null}, startPage=83, endPage=85, ext={EN=ArticleExt(id=1222925280847581584, articleId=1222925280486871421, tenantId=1146029695717560320, journalId=1205116964453384197, language=EN, title=Stress Analysis of Asphalt Concrete Core Wall and Diaphragm of Dam Foundation Based on Finite Element Method, columnId=1222925280734335368, journalTitle=Water Resources and Power, columnName=DAM SAFETY AND MONITORING, runingTitle=null, highlight=null, articleAbstract=

In the design scheme of asphalt concrete core rockfill dam, the axis of diaphragm of dam foundation and asphalt concrete core wall is overlapped. However, due to construction errors and other reasons, the axis of diaphragm of dam foundation and asphalt concrete core wall may not be completely overlapped. Based on the finite element analysis method, the stress behavior of diaphragm of dam foundation and asphalt concrete core wall under different offsets was studied. The results show that under the superposition of axes, the local tensile stress of the diaphragm of dam foundation is in a state of no or small in the construction period and operation period, which has little influence on the whole. The minor offset of the axis of the diaphragm of dam foundation to the downstream will have a certain adverse effect on the stress of the diaphragm of dam foundation during operation. The main performance is that the local tensile stress of the downstream face of the diaphragm of dam foundation increases, and there is stress concentration. The local tensile stress increases by 3.6 times compared with that without offset. The concrete base of the asphalt concrete core wall can be slightly extended to the downstream according to the offset of the diaphragm of dam foundation, which can reduce the local tensile stress of the downstream surface of the diaphragm of dam foundation by 59.3 % and weaken the stress concentration, so as to improve the stress state of the diaphragm of dam foundation. The finite element simulation analysis can provide support for safety evaluation and selection of engineering treatment measures under eccentric condition of diaphram of dam foundation.

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在沥青混凝土心墙堆石坝设计中，坝基防渗墙与沥青混凝土心墙的轴线重合，但因施工误差等原因，实际可能会出现坝基防渗墙与心墙轴线不完全重合的情况。基于有限元分析方法，研究坝基防渗墙相对于心墙轴线在不同偏移量情况下防渗墙的应力状态。结果表明，轴线重合时，坝基防渗墙在施工期和运行期局部拉应力处于没有或较小状态，对整体影响甚微；坝基防渗墙轴线向下游的偏移会对运行期防渗墙应力产生一定的不利影响，主要表现为坝基防渗墙下游面（非邻水面）局部拉应力增大，存在应力集中现象，局部拉应力较未发生偏移最大增长3.6倍；可将心墙的混凝土基座依据坝基防渗墙偏移情况向下游进行一定的扩展，能使运行期坝基防渗墙下游面的局部拉应力最高降低59.3%，减弱应力集中现象，从而改善坝基防渗墙的应力状态。有限元模拟结果可为坝基防渗墙偏心情况下的安全性评价和工程处理措施选择提供支持。

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崔熙灿（1998-），女，硕士研究生，研究方向为土石坝工程安全，E-mail：cuixican0317@qq.com

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崔熙灿（1998-），女，硕士研究生，研究方向为土石坝工程安全，E-mail：cuixican0317@qq.com

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