摘要
采用FLAC大变形有限元技术对抚顺西露天矿北帮西区W200-W600倾倒滑移边坡变形机理进行了数值模拟分析，并对采取的抗滑桩加固工程和疏干减压工程效果进行了评价，为边坡整治工程设计提供了技术指导和依据。
Analyses the deformation mechanism of the pour landslide in the W200-W600 area of the north wall of Fushun west open pit with FLAC program of FEM for large deformation. Evaluates the effect of anti-slide pile and dewatering, provides the technical guidance and basis for engineeting design of slope treatment.
出处
《岩土工程技术》
1997年第4期51-56,共6页
Geotechnical Engineering Technique
关键词
滑移边坡
数值模拟
治理效果
边坡
露天煤矿
Pour landslide, Deformation mechanism, Computer simulation, Treatment effect
