摘要
西南某滑坡5.12强烈地震后发生明显的失稳破坏迹象,该滑坡是古滑坡,前缘发育有一次级滑坡,该滑坡规模较大,受连续降雨及施工扰动等外界因素的不断影响,通过现场调查、钻孔监测等途径掌握滑坡变形破坏的基本特征,并根据刚体极限平衡法对3种不同的破坏模式进行稳定性现状和发展趋势的分析预测,为滑坡治理提供可靠依据。
The southwest landslide after the5.12earthquake occurred obvious signs of loosing stability failure.The landslide is the ancient landslide,and the front development has a secondary landslide.This landslide is with a large scale by the influence of some external factors such as continuous rainfall and the construction disturbance.Through field investigation,drilling monitoring way to master the basic characteristics of the landslide deformation and failure,and according to the rigid body limit equilibrium method to make an analysis and predictions to stability status and development to three different failure modes in order to provide reliable references for landslide dispose.
作者
陈彦
黄勇
肖洋
曾阳益
CHEN Yan(Station Sichuan Geological Environmental Monitoring, Chengdu 610081, China)
出处
《长春工程学院学报(自然科学版)》
2016年第1期80-86,共7页
Journal of Changchun Institute of Technology:Natural Sciences Edition
关键词
滑坡
基本特征
破坏模式
稳定性计算
稳定性评价
landslides
the basic characteristics
failure mode
the stability calculation
stability evaluation