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钻孔桩桩底、桩侧后压力灌浆试验

EXPERIMENTAL STUDY OF POST PRESSURE GROUTING TO THE TOE AND THE SIDE OF BORED PILE

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【作者】 傅旭东于志强赵善锐

【Author】 Fu Xudong(Dept. of Civil Eng. and Structural Eng.,Wuhan University of Hydraulic and Electric Engineering\ Wuhan\ 430072) Yu Zhiqiang\ Zhao Shanrui(Dept. of Underground Eng. and Geotechnical Eng.,Southwest Jiaotong University\ Chengdu\ 610031)

【机构】 武汉水利电力大学土木与建筑学院!武汉430072西南交通大学地下工程及岩土工程系!成都610031

【摘要】 结合现场灌浆试验 ,介绍了桩侧、桩底压力灌浆工艺及效果 ,分析了后压浆技术提高桩摩擦力和端承力的机理。试验表明 ,桩底后压浆技术可作为提高钻孔桩承载力的有效措施。

【Abstract】 Based on the full scale pile tests of Xinxiang and Ligou bridges in situ.,this paper illustrates process and effects of base pressure grouting and pressure grouting along pile.The mechanism of improving the end bearing resistance and of frictional resistance of a bored pile by the post grouting is analyzed in this paper,the results of the tests show that the toe pressure post grouting may be used as a useful measure for raising the bearing capacity of the bored pile.

  • 【文献出处】 工业建筑 ,INDUSTRIAL CONSTRUCTION , 编辑部邮箱 ,2000年04期
  • 【分类号】TU473
  • 【被引频次】36
  • 【下载频次】169
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