摘要
基于块体系统非连续变形分析计算模型,结合工程实例分析岩质边坡块体的动态稳定性。计算表明,该模型基本符合实际,其结果可用于岩坡工程的设计和施工。
In this paper, the application of Discontinuous Deformation Analysis （DDA） method to the dynamic stability of a lock slope is discussed with a practical engineering example. The calculation shows that the patter corresponds to reality and its analysis results can be used in the design and construction of rock slope engineering.
出处
《石家庄铁路职业技术学院学报》
2006年第4期30-33,共4页
Journal of Shijiazhuang Institute of Railway Technology
关键词
非连续变形分析
倾倒破坏
动态稳定分析
discontinuous deformation analysis toppling failure dynamic stability analysis
