摘要
本文根据施家梁滑坡特殊的变形形态及运动特征，通过多种情况的模型试验及大量的计算机仿真分析经优化设计研究，采用带悬臂桩－锚抗滑结构体系的治理方案，改善了锚桩受力状态，可以产生良好的社会、经济效益。
On the basis of special deformation form and movement characters of Shijialiang Iandslide, the belt cantilever pile-bolt slide-resistance system are used for its control through the model tests in several conditions, a lot of computer simulated analyses and studies in optimizing design. The system can improve the situations of the applied forces, and has better social and economic benefits.
出处
《中国地质灾害与防治学报》
CSCD
1995年第3期73-77,共5页
The Chinese Journal of Geological Hazard and Control
关键词
带悬臂桩
锚杆
抗滑体系
滑坡
belt cantilever pile, bolt, slide-resistance system, landslide
