艳洲枢纽横向土石围堰的防渗设计和结构稳定性研究*
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国家青年自然科学基金项目(52108455)


Impermeability design and structuralstability of transverse earth-rock cofferdam ofYanzhou Hub
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    摘要:

    土石围堰是一种常见的围堰支护方式,其稳定性及抗渗效果对水利枢纽工程的安全施工具有重要影响。以常德市艳洲枢纽一期上下游横向土石围堰工程为研究对象,针对该区域存在的岩体破碎及碎裂、软弱夹层和滑坡3方面共同影响的恶劣地质情况,提出多层交互防护施工方案,进一步对土石围堰的边坡、戗堤块石护坡的稳定性进行分析研究。首先,详细介绍了艳洲枢纽围堰工程的水文地质条件所带来的施工困难;然后,通过理论分析对围堰结构和防渗设计进行研究;最后,通过数值分析研究了土石围堰的稳定性。工程施工结果表明,设计方案满足恶劣地质条件下围堰变形控制的要求,可为类似工程的设计与施工提供参考。

    Abstract:

    Earth-rock cofferdam is a common cofferdam support method,and its stability and impermeability effect have an important impact on the safety of water conservancy projects.Taking the upstream and downstream horizontal earth-rock cofferdam project of Yanzhou Hub phase I in Changde City as the research object,in view of the three aspects of rock mass fragmentation and fragmentation,soft interlayer and landslide in the area,a multi-layer interactive protection construction scheme to cope with this working condition is innovatively designed,and the stability performance of the slope and rock protection of the earth-rock cofferdam is further analyzed and studied.Firstly,the construction difficulties caused by the hydrogeological conditions of the Yanzhou Hub cofferdam project are introduced in detail.Then,the cofferdam structure and impermeability design are studied by theoretical analysis.Finally,the stability of the earth-rock cofferdam is studied by numerical analysis.The engineering construction results show that the design scheme provided in this paper can well meet the requirements of cofferdam deformation control under harsh geological conditions in this area,which can provide reference for the design and construction of similar projects.

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唐宏斌,熊英建,姜兴良.艳洲枢纽横向土石围堰的防渗设计和结构稳定性研究*[J].水运工程,2023(7):174-179.

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  • 在线发布日期: 2023-07-13
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