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钻孔灌注桩后压浆技术机理的新认识
引用本文:吴礼生,徐卫红. 钻孔灌注桩后压浆技术机理的新认识[J]. 资源环境与工程, 2000, 0(Z1)
作者姓名:吴礼生  徐卫红
作者单位:湖北地矿建设工程承包有限公司
摘    要:通过对在上海地区新外滩花苑工程中进行的钻孔灌注桩后压浆试桩的测试结果分析研究 ,进一步认识后压浆技术提高钻孔灌注桩承载力机理 ,提出合理应用后压浆技术的建议

关 键 词:钻孔灌注桩  后压浆  承载力

NEW UNDERSTANDINGS ON MECHANISM OF POST PRESSURE-GROUTING OF BORED PILE
Wu Lisheng Xu Weihong. NEW UNDERSTANDINGS ON MECHANISM OF POST PRESSURE-GROUTING OF BORED PILE[J]. Resources Environment & Engineering, 2000, 0(Z1)
Authors:Wu Lisheng Xu Weihong
Affiliation:Hubei Dikuang Construction Engineering Contract Co.Ltd.
Abstract:Based on the analysis and study of the testing results of the post pressure-grouting of bored pile for Xinwaitan Garden project in Shanghai, this paper shows a futher understanding for the mechanism raising the bearing capacity of the bored pile by post pressure-grouting, then offers rationalization proposals for the application of the post pressure-grouting technology.
Keywords:bored pile post pressure-grouting bearing capacity
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