节点文献
不连续岩体-拱坝系统的动力过程数值模拟方法
A numerical method for modeling dynamic process of discontinuous rock foundation-arch dam system
【摘要】 提出了一种分析三维不连续变形块体系统动力学过程和建坝的数值方法,该方法不但能够模拟位移不连续面在地震载荷作用下的张开和大尺度的摩擦滑移,而且还能给出不连续面上安全系数的分布和随时间的变化。通过有 2 个块体组成的系统验证了所提出的方法的正确性,同时用它分析了一个具有断层和伸缩缝的拱坝系统模型在地震载荷下的动力反应。
【Abstract】 A numerical method for analyzing the dynamic process of discontinuous deformation system and building dam is proposed. It can model opening and a large amount of frictional sliding of discontinuous surfaces of displacement and describe the changes of safety factor with time and its distribution on surfaces. The method is verified by a discontinuous system with two elastic blocks first; and then is used to analyze the dynamic response of an arch dam system with faults and construction joints under seismic loading.
【关键词】 岩体-拱坝系统;
不连续变形;
动力过程;
数值模拟;
安全系数;
【Key words】 rock foundation-arch dam system; discontinuous deformation; dynamic process; numerical modeling; safety factor;
【Key words】 rock foundation-arch dam system; discontinuous deformation; dynamic process; numerical modeling; safety factor;
- 【文献出处】 岩土力学 ,Rock and Soil Mechanics , 编辑部邮箱 ,2004年S2期
- 【分类号】TV223
- 【被引频次】8
- 【下载频次】162