Article(id=1223201254885671030, tenantId=1146029695717560320, journalId=1205116964453384197, issueId=1223201250133524577, articleNumber=null, orderNo=null, doi=10.20040/j.cnki.1000-7709.2023.20221780, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1659024000000, receivedDateStr=2022-07-29, revisedDate=1663516800000, revisedDateStr=2022-09-19, acceptedDate=null, acceptedDateStr=null, onlineDate=1769563505145, onlineDateStr=2026-01-28, pubDate=1690214400000, pubDateStr=2023-07-25, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1769563505145, onlineIssueDateStr=2026-01-28, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1769563505145, creator=13701087609, updateTime=1769563505145, updator=13701087609, issue=Issue{id=1223201250133524577, tenantId=1146029695717560320, journalId=1205116964453384197, year='2023', volume='41', issue='7', 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=1769563504012, creator=13701087609, updateTime=1769563583713, updator=13701087609, preIssue=null, nextIssue=null, ext={EN=IssueExt(id=1223201584469885927, tenantId=1146029695717560320, journalId=1205116964453384197, issueId=1223201250133524577, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1223201584469885928, tenantId=1146029695717560320, journalId=1205116964453384197, issueId=1223201250133524577, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null}, startPage=110, endPage=112, ext={EN=ArticleExt(id=1223201255133134974, articleId=1223201254885671030, tenantId=1146029695717560320, journalId=1205116964453384197, language=EN, title=Influence Analysis of Rock Socketed Depth of the Core Wall Base on the Base Stress of Asphalt Concrete Core Rockfill Dam, columnId=1222925280734335368, journalTitle=Water Resources and Power, columnName=DAM SAFETY AND MONITORING, runingTitle=null, highlight=null, articleAbstract=

As a special structure connecting core wall and foundation of asphalt concrete rockfill dam, its stress state is very important to the stability of the dam. Taking the asphalt concrete core rockfill dam of Chongqing Miaotang under construction as an example, the maximum section of the dam was selected to establish a two-dimensional model for finite element calculation, and the stress distribution of the foundation under three different forms of unembedded bedrock, semi-embedded bedrock and fully embedded bedrock was discussed. The results show that there is a strong correlation between the embedment depth of the base in the bedrock and the tensile stress inside the base. During the period of water storage, the difference of tensile stress between different arrangement forms can reach up to 334%. Meanwhile, as the corridor was affected by the larger tensile stress inside the base during the period of water storage, it was easy to cause tensile damage. By changing the position of the corridor in the base, the tensile stress around the corridor can be reduced to avoid the damage of the corridor. After the location of the corridor is changed, the surrounding tensile stress can be reduced by up to 87% compared with the original.

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沥青混凝土心墙堆石坝基座作为连接心墙与坝基的特殊结构，其受力状态对大坝的稳定至关重要。以在建的重庆庙堂沥青混凝土心墙堆石坝为例，选取其最大断面，建立二维模型进行有限元计算，分析探讨了基座在未嵌入基岩、半嵌入基岩、全嵌入基岩三种不同布置形式下的应力分布情况。结果表明，基座在基岩中的嵌入深度与基座内部的拉应力之间关联性较强。在蓄水期，不同布置形式之间拉应力相差最大可达334%，同时，由于廊道在蓄水期时受基座内部较大拉应力的影响，容易造成拉裂破坏，通过改变廊道在基座中的位置，降低廊道周围的拉应力，避免廊道产生破坏。廊道位置改变后，周围拉应力相比于原来下降幅度最大可达87%。

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罗澳（1999-），男，硕士研究生，研究方向为岩土工程，E-mail：943404603@qq.com

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罗澳（1999-），男，硕士研究生，研究方向为岩土工程，E-mail：943404603@qq.com

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