本文提出了应用基于动接触力方法的显式有限元技术进行拱坝坝肩抗震稳定分析的新思路，给出了相关公式。
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受断层切割影响的拱坝坝肩岩体三维稳定性数值分析及加固措施模拟
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Raise phenomenon of an arch dam abutment judged by 4 geomechanics model tests
从四次地质力学模型试验看一座拱坝的上抬现象
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拱坝运行期坝肩变形对岸坡溢洪道受力影响的有限元法分析
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高拱坝坝肩稳定三维地质力学模型破坏试验研究
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Application and Evaluation of "Sub-coefficient Design Method" for Arch Dam Abutment Stability
拱坝拱座稳定分项系数设计法的应用与评价
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Analysis on the reliability of the arch dam abutment stability based on stochastic finite element
基于随机有限元的拱坝坝肩稳定可靠度分析
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Physical at the site must be ascertained in order to make a sketch of the dam.
坝址处的自然条件必须查明,以便绘出坝的示意图.
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3D numerical simulation on deformation and stability of high arch dam abutment
高拱坝坝肩岩体变形稳定性的三维数值模拟
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Gravity arch dam abutment rock stability and its engineering treatment measurements
重力拱坝坝肩岩体稳定与工程处理对策
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The Geomechanical Model Test on Stability of Arch Dam Abutment under Complex Geological Conditions
复杂地质条件下拱坝坝肩稳定地质力学模型试验研究
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Improved FEM based on dynamic contact force method for analyzing the stability of arch dam abutment
基于动接触力法的拱坝坝肩抗震稳定有限元分析
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拱坝拱座稳定的刚体极限平衡法的分项系数分析
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