摘要
将压力灌浆引入桩基工程是对桩基础传统工艺的改革。试验和资料证实，采用压力灌浆法对桩侧和桩端进行处理将有效地改善桩的支承条件，大幅度地提高桩的承载力。
An application of grouting method to pile foundation is an innovation on traditional processes of pile construction. Some results of the current investigation and literature survey of available documents in the application of grouting method of cast in place piles are presented. It has been shown that the grouting method can effectively improve the bearing condition and capacity of piles, in particular, can eliminate the negative effects of slurry on bored piles.
出处
《西南交通大学学报》
EI
CSCD
北大核心
1997年第4期382-387,共6页
Journal of Southwest Jiaotong University
关键词
灌注桩
单桩承载力
压力灌浆法
grouting method
cast in place pile
pile bearing capacity
