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压力灌浆法用于灌注桩的试验研究
引用本文:吴兴序,于志强.压力灌浆法用于灌注桩的试验研究[J].西南交通大学学报,1997,32(4):382-387.
作者姓名:吴兴序  于志强
作者单位:西南交通大学土木工程学院
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,采用压力灌浆法地桩侧和桩端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,该法对于消除钻孔灌注桩桩周的软弱夹层尤为有效。

关 键 词:灌注桩  单桩承载力  压力灌浆法

Application of Grouting Method to Cast in Place Piles
Wu,Xingxu,Yu,Zhiqiang,Wang,Xu.Application of Grouting Method to Cast in Place Piles[J].Journal of Southwest Jiaotong University,1997,32(4):382-387.
Authors:Wu  Xingxu  Yu  Zhiqiang  Wang  Xu
Abstract: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.
Keywords:grouting  method  cast  in  place  pile  pile  bearing  capacity
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