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Response Characteristics and Panel Failure Evaluation of Asphalt Concrete Faced Rockfill Dam Under Spatial Oblique Incidence of P Wave
HYDRAULIC ENGINEERING | 更新时间：2024-11-15
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    • Response Characteristics and Panel Failure Evaluation of Asphalt Concrete Faced Rockfill Dam Under Spatial Oblique Incidence of P Wave

    • “地震波入射方位和斜入射角度对沥青混凝土面板地震响应影响显著。专家基于波场叠加原理，推导了P波任意入射方位角和斜入射角空间斜入射下弹性半空间自由场计算公式，建立了P波空间斜入射波动输入模型。考虑16种不同入射方位角和斜入射角下的P波空间斜入射工况，分析了入射方位角和斜入射角对沥青混凝土面板地震响应特性的影响，并提出了考虑应变率效应的沥青混凝土面板破坏评价方法。”
    • Advanced Engineering Sciences   Vol. 56, Issue 4, Pages: 205-215(2024)

    • DOI：10.15961/j.jsuese.202201174    

      CLC： TV312

    • Published：20 July 2024，

      Published Online：21 September 2023，

      Received：30 October 2022，

      Revised：15 May 2023，

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  • Li Chuang,Song Zhiqiang,Wang Fei.Response characteristics and panel failure evaluation of asphalt concrete faced rockfill dam under spatial oblique incidence of P wave[J].Advanced Engineering Sciences,2024,56(4):205–215 DOI： 10.15961/j.jsuese.202201174.

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LI Chuang
SONG Zhiqiang
WANG Fei

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State Key Laboratory of Eco-hydraulics in Northwest Arid Region, Xi’an University of Technology
School of Energy and Power Engineering ,Xihua University
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