摘要
提出了在多障碍物回填区采用高压旋喷桩代替CFG桩或与CFG桩协同作用的地基处理方法,并介绍了此方案的施工参数和控制要点,从而达到指导同类工程的目的。
A ground treatment method is presented that using the high pressure rotary grouting pile instead of CFG pile or cooperating with(CFG) pile in many obstacle backfill ground,meanwhile,the technique parameters and controlling points of this method in construction are also introduced,therefore reached the goal of guiding similar engineering.
出处
《山西建筑》
2010年第18期103-104,共2页
Shanxi Architecture
关键词
复合地基
高压旋喷桩
地基承载力
composite foundation
high pressure rotary grouting pile
ground foundation bearing capacity