Article(id=1223204290760659015, tenantId=1146029695717560320, journalId=1205116964453384197, issueId=1223204286050452333, articleNumber=null, orderNo=null, doi=10.20040/j.cnki.1000-7709.2023.20221436, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1657641600000, receivedDateStr=2022-07-13, revisedDate=1661616000000, revisedDateStr=2022-08-28, acceptedDate=null, acceptedDateStr=null, onlineDate=1769564228954, onlineDateStr=2026-01-28, pubDate=1684944000000, pubDateStr=2023-05-25, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1769564228954, onlineIssueDateStr=2026-01-28, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1769564228954, creator=13701087609, updateTime=1769564228954, updator=13701087609, issue=Issue{id=1223204286050452333, tenantId=1146029695717560320, journalId=1205116964453384197, year='2023', volume='41', issue='5', 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=1769564227831, creator=13701087609, updateTime=1769567742010, updator=13701087609, preIssue=null, nextIssue=null, ext={EN=IssueExt(id=1223219026013323264, tenantId=1146029695717560320, journalId=1205116964453384197, issueId=1223204286050452333, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1223219026013323265, tenantId=1146029695717560320, journalId=1205116964453384197, issueId=1223204286050452333, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null}, startPage=135, endPage=138, ext={EN=ArticleExt(id=1223204291918287052, articleId=1223204290760659015, tenantId=1146029695717560320, journalId=1205116964453384197, language=EN, title=Model Test Study on Deformation Mechanism of Shiliushubao Landslide Caused by Fluctuation of Reservoir Water Level, columnId=1222925283779400191, journalTitle=Water Resources and Power, columnName=WATER CONSERVANCY AND HYDROPOWER ENGINEERING, runingTitle=null, highlight=null, articleAbstract=

The Shiliushubao landslide is one of the giant landslides with complex structure in the Three Gorges Reservoir area. Since the dam was filled with water, the landslide has shown signs of revival, causing loss of life and property to several people around. In order to study the deformation failure mode and response mechanism of Shiliushubao landslide under the fluctuation of reservoir water level, the large-scale physical model test was used to accurately control the fluctuation condition of the experimental reservoir water level, and the displacement sensor, earth pressure sensor and pore water pressure were embedded in the slope. The sensor was used to analyze the experimental phenomenon. The results show that the influence of the reservoir water level fluctuation is mainly concentrated at the foot of the front edge of the landslide, and the rapid decline of the reservoir water level has a significantly greater effect on the landslide deformation than the increase of the reservoir water level; The mechanical response of the slope body has a hysteresis, and the effective soil stress increases when the reservoir water rises, the anti-sliding force of the sliding belt increases, and with the increase of the rising rate, the penetration force directed into the slope is larger, which is conducive to the stability of the landslide; Under the condition of the reservoir water level, the deformation and failure mode of the Shiliushubao landslide is sorted as: original slope → Erosion and erosion expansion at the foot of the slope → formation and expansion of the fissure at the foot of the slope → formation of the fissure on the slope surface → local slump, which is a hydrodynamic pressure landslide. The test revealed the deformation mechanism under the condition of reservoir water level, and provided a reference for the study of similar landslides.

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石榴树包滑坡是三峡库区结构复杂的巨型滑坡之一，自大坝蓄水以来，滑坡出现复活迹象，对周边人民的生命财产造成威胁。为研究石榴树包滑坡在库水位涨落下的变形破坏模式和响应机制，通过大型物理模型试验，精确控制试验库水位涨落条件，在边坡内埋设位移传感器、土压力传感器及孔隙水压力传感器来分析试验现象。结果表明，库水位涨落影响主要集中在滑坡前缘坡脚处，库水蓄水产生悬浮减重作用，会削弱部分滑体重力，从而使得滑坡稳定性下降；坡体内力响应具有滞后性，库水上涨时土体有效应力增加，滑带抗滑力增大，且随着上涨速率增大而形成指向坡内的渗透力越大，有利于滑坡稳定；库水位条件下石榴树包滑坡变形破坏模式为原始边坡→坡脚侵蚀及侵蚀扩展→坡脚裂隙形成及扩展→坡面裂隙形成→局部滑塌，为动水压力型滑坡。试验揭示了库水位条件下的变形机理，为研究类似滑坡提供了参考。

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陈露军（1997-），男，硕士研究生，研究方向为岩土力学理论及应用，E-mail：clj615615@126.com

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陈露军（1997-），男，硕士研究生，研究方向为岩土力学理论及应用，E-mail：clj615615@126.com

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