摘要
通过钻孔灌注桩桩底压浆的设计实践 ,总结分析了桩底压浆技术的作用原理和设计参数的确定 ,指出钻孔灌注桩桩底压浆工艺对提高灌注桩的承载力效果显著。
Based upon practice in grouting design of cast in place bored pile the principle of base grouting technology and parameters determination method are analyzed and summarized. Author points out that this technology can effectively enhance the bearing capacity of driven cast in place piles.
出处
《山西建筑》
2003年第8期35-36,共2页
Shanxi Architecture
关键词
钻孔灌注桩
桩底压浆
承载力
劈裂灌浆
cast in place bored pile, base grouting, bearing capacity of pile