| 软土地基超长桩工程性状分析 |
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| 引用本文： | 周代表.软土地基超长桩工程性状分析[J].岩土力学,2004,25(Z1):87-90. |
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| 作者姓名： | 周代表 |
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| 作者单位： | 华中科技大学,土木工程与力学学院,湖北,武汉,430074;中南电力设计院,湖北,武汉,430071 |
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| 摘 要： | 通过沿海某大型火电厂主厂房地基中超长钻孔灌注桩静载试验和桩身轴力测试,探讨软土地基中超长钻孔灌注桩的承载力性状和荷载传递机理。超长桩桩身轴力的传递规律和侧阻力的发挥性状对软土地基中超长桩的理论研究和工程应用具有重要的参考价值。
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| 关 键 词： | 超长桩 软土地基 承载力 |
| 文章编号： | 1000-7598-(2004)增刊-0087-04 |
| 修稿时间： | 2004年7月20日 |
Research on over-length pile behavior in soft soil foundations |
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| Zhou Dai-biao.Research on over-length pile behavior in soft soil foundations[J].Rock and Soil Mechanics,2004,25(Z1):87-90. |
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| Authors: | Zhou Dai-biao |
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| Institution: | Zhou Dai-biao1,2 |
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| Abstract: | According to the static loading test and the axial force test, the bearing capacity and load transfer mechanism of the over-length pile in the littoral soft clay are discussed. The transferring law of the axial force and the action of lateral friction resistance of the over-length pile in soft clay are important to the theoretical research and engineering application. |
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| Keywords: | over-length piles soft soil foundation load-bearing capacity |
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