摘要
基于云南某水电站滑坡的地质勘察及设计资料,通过有限差分和极限平衡2种方法对滑坡进行对比分析,达到2种方法的优势互补,客观模拟了该滑坡变形特征及潜在破坏情况,为边坡开挖设计及滑坡治理提供了科学依据与技术指导。
In accordance with the geological investigation data on landslide and the design data, the deformation characteristics and potential failure of the landslide are objectively simulated through analysis and comparison on the landslide by application of limit equilibrium method and finite differential method. This provide the slope excavation design and landslide treatment with scientific basis and technical guidance.
出处
《西北水电》
2016年第6期22-26,共5页
Northwest Hydropower
关键词
滑坡稳定性
有限差分法
极限平衡法
FLAC3D
landslide stability
limit equilibrium method
finite differential method
FLAC3D
