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太原黄土地区后压浆灌注桩成孔工艺的研究
引用本文:郝志鹏. 太原黄土地区后压浆灌注桩成孔工艺的研究[J]. 山西建筑, 2008, 34(1): 118-119
作者姓名:郝志鹏
作者单位:山西省建筑科学研究院,山西,太原,030001
摘    要:依据太原地区某工程中采用后压浆灌注桩的应用,分析了黄土地基中后压浆钻孔灌注桩成孔工艺的选择,探讨了后压浆技术对钻孔灌注桩承载力的影响,从而减少桩的沉降并改善桩的工程性状。

关 键 词:黄土地基  后压浆  钻孔灌注桩  承载力
文章编号:1009-6825(2008)01-0118-02
修稿时间:2007-08-17

Study on hole-building technology of post-grouting bored pile in loess region of Taiyuan
HAO Zhi-peng. Study on hole-building technology of post-grouting bored pile in loess region of Taiyuan[J]. Shanxi Architecture, 2008, 34(1): 118-119
Authors:HAO Zhi-peng
Affiliation:HAO Zhi-peng
Abstract:Combined with the application of post-grouting bored pile in one project in Taiyuan region the selection of hole-building technology of post-grouting bored pile in loess foundation is analyzed.In addition,the influences of post grouting technology on the bearing capacity of concrete bored pile are analyzed in order to reduce settlement and improve engineering performances of piles.
Keywords:loess foundation  post grouting  concrete bored pile  bearing capacity
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