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砌石面板坝变形的数值模拟
引用本文:陈铁林,李鹏飞.砌石面板坝变形的数值模拟[J].山西建筑,2008,34(24).
作者姓名:陈铁林  李鹏飞
作者单位:北京交通大学土建学院,北京,100084
摘    要:针对砌石面板坝的特点,采用离散元法对某砌石面板的变形进行了模拟,计算结果表明砌石面板坝的变形与一般堆石面板坝的变形有很大的不同,砌石面板坝的计算表明,该坝基本上不存在倾覆破坏的可能,水平滑移和整体滑移都有较高的安全系数.

关 键 词:砌石面板坝  离散元  数值模拟

Numerical simulation of displacement of concrete-faced masonry dam
CHEN Tie-lin,LI Peng-fei.Numerical simulation of displacement of concrete-faced masonry dam[J].Shanxi Architecture,2008,34(24).
Authors:CHEN Tie-lin  LI Peng-fei
Affiliation:CHEN Tie-lin LI Peng-fei
Abstract:Against the characteristic of concrete-faced masonry dam,the deformations are simulated by discrete element method,the results of calculation indicates that there are many differences between concrete-faced masonry dam and concrete-faced rock-fill dam.Simulation of a concrete-faced masonry dam indicates that the tipping of this dam is almost impossible,the level slip and whole slip have high safety coefficient.
Keywords:concrete-faced masonry dam  discrete element method  numerical simulation
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