| 高压定喷板桩的轴向承载力模型试验研究 |
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| 引用本文： | 陈淦琛,吴能达.高压定喷板桩的轴向承载力模型试验研究[J].华南理工大学学报(自然科学版),1995,23(1):153-158. |
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| 作者姓名： | 陈淦琛 吴能达 |
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| 作者单位： | 华南理工大学建筑工程系，华南理工大学建筑工程系 |
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| 摘 要： | 本文阐述某大楼高压定喷板桩轴向承载力模型试验研究概况，分析了试验结果，给出该板桩按沉降要求的轴向承载力值；根据试验结果得出高压定喷板桩墙垂直受压下荷载传递规律，并对板村顶托加固技术提出建议。
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| 关 键 词： | 模型试验 高压定喷板桩 桩基 承载能力 |
STUDY OF MODEL TEST ON BEARING CAPACITY OF SHEET PILE CONSTRUCTED BY THE DIRECTIONAL JET GROUTING METHOD |
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| Chen Ganchen, Wu Nengda, Huang Zhizhong, Deng Tieying.STUDY OF MODEL TEST ON BEARING CAPACITY OF SHEET PILE CONSTRUCTED BY THE DIRECTIONAL JET GROUTING METHOD[J].Journal of South China University of Technology(Natural Science Edition),1995,23(1):153-158. |
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| Authors: | Chen Ganchen Wu Nengda Huang Zhizhong Deng Tieying |
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| Abstract: | In this paper, the model test of axial bearing capacity of sheet pile of a building is described briefly. The results of test are analyzed. The value of axial bearing capacity according to the settlement requirement is given. Based on results of test the law of load transference of sheet pile constructed by the high pressure directional jet grouting method is acquired, and some underpinning technique using sheet pile is also suggested. |
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| Keywords: | s: model tests similarity rule bearing capacity / sheet pile constructed by the high pressure directional jet grouting method |
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