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Numerical Analysis of the Influence of Rheology of Layered Deep Overburden on the Structural Performance of Concrete Face Rockfill Dam Based on Improved Rheological Element Model
HYDRAULIC ENGINEERING | 更新时间:2024-11-15
    • Numerical Analysis of the Influence of Rheology of Layered Deep Overburden on the Structural Performance of Concrete Face Rockfill Dam Based on Improved Rheological Element Model

    • 在深厚覆盖层上建造面板堆石坝领域,专家改进H-KS流变模型并建立流固耦合模型,分析坝基流变对大坝及防渗体系的影响,为大坝安全稳定体系建立提供理论支持。
    • Advanced Engineering Sciences   Vol. 56, Issue 4, Pages: 216-228(2024)
    • DOI:10.12454/j.jsuese.202201095    

      CLC: TV641.4
    • Published:20 July 2024

      Published Online:10 May 2023

      Received:11 October 2022

      Revised:06 April 2023

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  • Wang Fan,Mao Haitao,Wang Xiaoju,et al.Numerical analysis of the influence of rheology of layered deep overburden on the structural performance of concrete face rockfill dam based on improved rheological element model[J].Advanced Engineering Sciences,2024,56(4):216–228 DOI: 10.12454/j.jsuese.202201095.

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