摘要
以某 2 8层高层住宅工程为例 ,结合其场地工程地质条件 ,就桩底和桩侧后压浆技术的施工要点进行了阐述 ,通过单桩竖向静载试验 ,大幅度提高了桩的承载力 。
Taken one high-rise residential building as example and combined with site engineering geological conditions the key points in post-pressure grouting construction of pile bottom and lateral are elaborated. Vertical static test of single pile show this technology greatly increases the bearing capacity and reduces settlement of pile.
出处
《山西建筑》
2004年第21期56-57,共2页
Shanxi Architecture
关键词
灌注桩
后压浆
压力注浆
bored concrete pile, post-pressure grouting, pressure grouting