Article(id=1223210593440612995, tenantId=1146029695717560320, journalId=1205116964453384197, issueId=1223210584024400210, articleNumber=null, orderNo=null, doi=10.20040/j.cnki.1000-7709.2023.20222048, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1664553600000, receivedDateStr=2022-10-01, revisedDate=1672243200000, revisedDateStr=2022-12-29, acceptedDate=null, acceptedDateStr=null, onlineDate=1769565731630, onlineDateStr=2026-01-28, pubDate=1687622400000, pubDateStr=2023-06-25, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1769565731630, onlineIssueDateStr=2026-01-28, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1769565731630, creator=13701087609, updateTime=1769565731630, updator=13701087609, issue=Issue{id=1223210584024400210, tenantId=1146029695717560320, journalId=1205116964453384197, year='2023', volume='41', issue='6', 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=1769565729385, creator=13701087609, updateTime=1769593153259, updator=13701087609, preIssue=null, nextIssue=null, ext={EN=IssueExt(id=1223325608164348105, tenantId=1146029695717560320, journalId=1205116964453384197, issueId=1223210584024400210, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1223325608164348106, tenantId=1146029695717560320, journalId=1205116964453384197, issueId=1223210584024400210, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null}, startPage=87, endPage=90, ext={EN=ArticleExt(id=1223210594195587804, articleId=1223210593440612995, tenantId=1146029695717560320, journalId=1205116964453384197, language=EN, title=Analysis of Foundation Stress Behavior and Remedial Scheme of Concrete Asphalt Core Wall Dam, columnId=1222925280734335368, journalTitle=Water Resources and Power, columnName=DAM SAFETY AND MONITORING, runingTitle=null, highlight=null, articleAbstract=

Based on the finite element method, this paper numerically analyzes the stress behavior and its adverse effects when diaphragm of dam foundation axis shifts downstream during operation, and proposes remedial measures and reference critical values. The results show that when the axis does not shift, diaphragm of dam foundation is only subjected to bending moment and produces local tensile stress, but its influence is not obvious. When the axis is shifted downstream and the offset is less than 30 cm, diaphragm of dam foundation is subjected to the combined action of pressure and bending moment, resulting in stress concentration and adverse effects. In the case of no other processing, when the axis does not shift and the offset is less than 15 cm, it can be temporarily not processed; If the axis offset to the downstream is more than 15 cm and not more than 27 cm (measured maximum offset), in the subsequent construction, the concrete base needs to be widened downstream at least 20 cm, which can reduce the tensile stress extreme of diaphragm of dam foundation and weaken the stress concentration, so as to improve the stress behavior of diaphragm of dam foundation. The finite element simulation provides a reference for the safety evaluation and treatment measures when diaphragm of dam foundation is eccentric.

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基于有限元法对运行期坝基防渗墙轴线向下游偏移时的应力性态及产生的不利影响进行数值分析，并提出补救措施及参考临界值。结果表明，当轴线不发生偏移时，坝基防渗墙仅受到弯矩作用而产生局部拉应力，但影响不大；当轴线向下游偏移且偏移量小于30 cm时，坝基防渗墙受到压力与弯矩的共同作用，出现应力集中现象并产生不利影响。在不做其他处理情况下，轴线不发生偏移及偏移量小于15 cm时可暂不处理；轴线向下游偏移量超过15 cm且不大于27 cm（实测最大偏移量）时，在后续施工中需将混凝土基座向下游拓宽至少20 cm，以减少坝基防渗墙拉应力极值使应力集中现象减弱，达到改善坝基防渗墙应力性态的作用。有限元模拟为坝基防渗墙偏心时的安全性评价和处理措施提供了借鉴。

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许佳（1984-），男，博士、高级工程师，研究方向为寒旱区水工结构，E-mail：xj8476@qq.com

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许佳（1984-），男，博士、高级工程师，研究方向为寒旱区水工结构，E-mail：xj8476@qq.com

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