摘要
以祁临高速公路灵石至霍州段窑深沟大桥东南窑深沟滑坡为实例 ,根据勘察资料 ,利用岩土力学知识 ,在公路修好并运行的情况下 ,计算出了其稳定系数和推滑力 ,又以材料力学、结构力学等力学理论为基础 。
Slid is a ill geological phenomenon. Under the influences of nature or human the top rock and soil occur failure by shear along a obvious interface and produce sliding phenomenon. When the highway pass through a slid, the stability analysis and regulating design is seemed more important. Taking actual engineering as example and according to surveying datum and knowledge of geotechnical mechanics the stability factor, pushing force and sliding force are calculated, at the same time based on material mechanics, structural mechanics and other mechanical theories two regulating plans as anti slide pile and anchored pile are designed.
出处
《山西建筑》
2002年第6期25-26,共2页
Shanxi Architecture
关键词
窑
设计
滑坡体
滑动带
稳定分析
抗滑桩
锚索
slide, slip band, stability analysis, anti slide pile, anchored pile
