超高填方边坡中桥梁桩基的受力特性分析

Analysis on Mechanical Characteristics of Bridge Pile Foundations in Ultrahigh Fill Slope

通过对广州东部固体资源再生中心超高填方边坡中桥梁桩基的受力特性分析,总结了在超高填方边坡中进行桥梁桩基设计的方法,为位于特殊地质条件的桩基设计积累了经验。

According to the analysis on the mechanical characteristics of bridge pile foundation in the ultrahigh fill slope of Guangzhou East Solid Resource Recycling Center, the article summarizes the design method of bridge pile foundation in the ultrahigh fill slope in order to accumulate the experience for the design of pile foundation in the special geological condition.