摘要
运用离散单元法和工程地质力学分析原理,结合已有研究成果,从力学机制的角度分析了黄壁庄水库副坝的变形规律及其坍塌形成的力学机理.得出:黄壁庄水库副坝坍塌的原因可能是由于坝段的内部缺陷与外部扰动而致.
The deformation mechanism of the dam in Huangbizhuang Reservoir is dealt with based on the Distinct Element Method and Engineering Geological mechanics. The preliminary data existing and the results of the Reservoir are used to analyze the mechanism of dam deformation. The comprehensive results indicate that the dam deformation of the reservoir is due to the impact of internal and external factors.
出处
《华北水利水电学院学报》
2005年第1期23-26,共4页
North China Institute of Water Conservancy and Hydroelectric Power
基金
河南省高校杰出科研人才创新工程项目(HAIPURT)
河南省青年骨干教师资助项目.
关键词
变形
离散单元法
工程地质力学
deformation
distinct element method
engineering geological mechanics
