| 26000kN垂直静载荷试验设计方案及成果初探 |
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| 引用本文： | 叶建辉,黄清和.26000kN垂直静载荷试验设计方案及成果初探[J].水文地质工程地质,1999,26(4):13-15. |
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| 作者姓名： | 叶建辉 黄清和 |
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| 作者单位： | [1]厦门地震勘测研究中心 [2]福建厦门地质工程勘察院 |
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| 摘 要： | 本文通过在漳州某电厂实施２６０００ｋＮ基桩垂直静载荷试验项目，在此对国内最大吨位静载荷试验的组织设计方案和试验方法（锚桩法）进行介绍，并简介试验成果，以供同行参考，并提出宝贵意见。
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| 关 键 词： | 垂直静载荷试验 设计 锚桩法 成果 桩基 |
Designing scheme and results of vertical static loading test of 26000kN foundation pile |
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| Ye Jianhui et al..Designing scheme and results of vertical static loading test of 26000kN foundation pile[J].Hydrogeology and Engineering Geology,1999,26(4):13-15. |
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| Authors: | Ye Jianhui |
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| Institution: | Ye Jianhui et al. |
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| Abstract: | This paper,through the implementation of the project of vertical static loading test of 26000kN foundation pile in a power plant of Zhangzhou,makes hear an introduction to the organization and designing scheme and testing method(anchorage pile method) of the static of loading test with the largest tonnage in China,with a briefing on the testing results,for the reference for people of the same trade. |
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| Keywords: | the project of vertical static loading test of 26000kN designing scheme anchorage pile method testing results |
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