摘要
在现有预应力锚索抗滑桩计算方法的基础上,提出了一种改进的计算方法,就是在计算过程中,将预应力锚索的竖直分力考虑进去,使其理论上更加合理,减少了桩的配筋量,降低了预应力锚索抗滑桩的工程造价,对滑坡整治工程的设计具有重要意义。
This article proposed a improvement computational method in the existing pre-stressed anchor cable anti-slippery pile computational method foundation, in the computation process, considered the vertical force of the pre-stressed anchor cable, caused it theoretically to be more reasonable, reduced the steel of the pile, reduced the pre-stressed anchor cable anti-slippery pile project construction cost, it has the vital significance to the landslide design.
出处
《四川建筑科学研究》
北大核心
2008年第2期142-143,156,共3页
Sichuan Building Science
关键词
预应力锚索抗滑桩
滑坡
悬臂桩
pre-stressed anchor cable anti-slippery pile
landslide
cantilever pile
