摘要
利用最小二乘法对山体可能发生滑坡的地段进行了地层力学参数的反演,而且利用稳定系数和剩余下滑力对边坡的稳定性进行了分析,设计中对两种加固方法进行了分析计算,最后从技术和经济两个角度考虑,决定采用预应力锚索抗滑桩作为最终方案。
The design used least square method accomplish stratum layer parameter conversion to the mountainous region may coast, and used sliding stability factor and the remaining downslide＇ s power to analyse the stability of theslope. The design used two kinds of reirforce method. Finally, in view of the economic and the technical factor, Pre-stressed anchor cable antl-slide pile was the final scheme. The content of the graduation project is： the arrangement of anti-slide pile and pre-stressed cable structure design, and construction design of the two scheme, drainage design and monitoring scheme.
出处
《山西建筑》
2007年第2期126-127,共2页
Shanxi Architecture
关键词
参数反演
边坡稳定分析
抗滑桩
预应力锚索
parameter conversion, slope stabilization analyze, anti-slide pile, pres-tressed cable
