摘要
以沈家坡变形体治理为例,将预应力锚索抗滑桩与普通抗滑桩的设计计算方法和设计方案进行了技术和经济对比,说明了预应力锚索抗滑桩的优越性,并对施工中的问题做了分析,指出了信息化施工的重要性。
Taking the treatment of the deformed bodies of the Shenjiapo Slope as the example, this paper makes technical and economic comparison of the design calculating methods and the design schemes of the prestressed anchor rope friction pile and the common friction pile, which shows the advantages of the prestressed anchor rope friction pile, and makes analysis on the problems occurring in the construction, and points out the importance of the Informatized construction.
出处
《科技情报开发与经济》
2006年第4期165-167,共3页
Sci-Tech Information Development & Economy
关键词
预应力锚索抗滑桩
普通抗滑桩
边坡变形体
治理方案
沈家坡
prestressed anchor rope friction pile
common friction pile
slope deformed body
treatment scheme
Shenjiapo Slope
