Article(id=1263557428717675442, tenantId=1146029695717560320, journalId=1240618002186551303, issueId=1263557421033767765, articleNumber=null, orderNo=null, doi=10.3969/j.issn.1000-4653.2026.01.012, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1736352000000, receivedDateStr=2025-01-09, revisedDate=null, revisedDateStr=null, acceptedDate=null, acceptedDateStr=null, onlineDate=1779185166767, onlineDateStr=2026-05-19, pubDate=1771948800000, pubDateStr=2026-02-25, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1779185166767, onlineIssueDateStr=2026-05-19, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1779185166767, creator=13701087609, updateTime=1779185166767, updator=13701087609, issue=Issue{id=1263557421033767765, tenantId=1146029695717560320, journalId=1240618002186551303, year='2026', volume='49', issue='1', pageStart='1', pageEnd='197', issueExtLink='null', onlineDate='null', pubDate='null', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=null, createTime=1779185164936, creator=13701087609, updateTime=1779185226134, updator=13701087609, preIssue=null, nextIssue=null, ext={EN=IssueExt(id=1263557677813252309, tenantId=1146029695717560320, journalId=1240618002186551303, issueId=1263557421033767765, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1263557677813252310, tenantId=1146029695717560320, journalId=1240618002186551303, issueId=1263557421033767765, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null}, startPage=116, endPage=124, ext={EN=ArticleExt(id=1263557432383497208, articleId=1263557428717675442, tenantId=1146029695717560320, journalId=1240618002186551303, language=EN, title=Stability analysis of ship lock high rock slopes during excavation using kinetic energy evolution, columnId=1240655021705065434, journalTitle=Navigation of China, columnName=Port and Waterway Engineering, runingTitle=null, highlight=null, articleAbstract=

During the reconstruction of the ship lock, excavation of the rock masses on both sides is often required. In current practice, slope instability is commonly judged using indicators such as displacement, the extent of the plastic zone, and the number of numerical iterations. These criteria typically rely on manual interpretation, which can be subjective and may not clearly determine whether slope failure has occurred. Thus, this paper proposes a slope stability analysis method based on a kinetic-energy evolution criterion, and applies it to the reconstructed ship-lock slope at Baishi Hydropower Station. A representative excavation cross-section at the ship lock is selected and the strength reduction method is adopted to analyze the kinetic energy evolution of the slope soil under different reduction coefficients, thereby identifying the occurrence of instability and failure. The proposed criterion is further compared with the conventional static assessment method based on displacement. The results show that the dynamic analysis method based on the kinetic energy evolution can obtain an accurate slope safety factor. Compared with the traditional displacement judgment method, the method proposed in this paper provides a more objective and explicit identification of slope instability which has greater advantages. The findings of this paper provide practical value and guidance for the high rock slope engineering, which can serve as useful reference for professionals in related fields.

, correspAuthors=Neng WANG, 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, authorCompany=null, fund=null, authors=null, authorsList=Neng WANG, Weihai YUAN, Ming LIU, Haocheng WANG), CN=ArticleExt(id=1263557434908467217, articleId=1263557428717675442, tenantId=1146029695717560320, journalId=1240618002186551303, language=CN, title=基于动能演化的船闸岩质高边坡开挖稳定分析, columnId=1240655021902197734, journalTitle=中国航海, columnName=水运工程, runingTitle=null, highlight=null, articleAbstract=

船闸改建时需要对两侧山体进行开挖，由于目前判断边坡是否失稳破坏主要依靠土体位移、塑性区以及计算迭代次数，该方法在进行边坡稳定性分析时往往需要人为判断，较为主观，无法准确确定边坡是否失效。基于上述原因，本文提出了一种基于动能演化判断准则的边坡稳定性分析方法，并结合白市水电站改建船闸边坡开展研究：通过选取该船闸边坡开挖的典型截面，采用强度折减法，分析在不同折减系数下船闸边坡土体的动能演化趋势并判断边坡是否发生失稳破坏，同时与传统基于位移的判断的静力分析方法进行了对比。结果表明：本文提出的基于动能演化判断准则的边坡稳定性分析方法可得到准确的边坡安全系数，且相较于传统位移判断方法，本文提出的基于动能演化判断准则的边坡稳定性分析方法在识别边坡失稳滑坡时更加客观且明确，具有更大的优势。本文的研究成果为岩质高边坡工程提供了宝贵的实用价值和指导意义，可为相关领域的专业人士提供有力支持和借鉴。

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王能（1985—），男，高级工程师，研究方向为水运工程设计、咨询。

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王能（1985—），男，高级工程师，研究方向为水运工程设计、咨询。

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