| 楔形桩承载力计算公式的推导与应用 |
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| 引用本文： | 孙平平,金炯兰.楔形桩承载力计算公式的推导与应用[J].港工技术,2009,46(5):10-11. |
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| 作者姓名： | 孙平平 金炯兰 |
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| 作者单位： | 1. 浙江水利水电专科学校,浙江,杭州, 310012
2. 杭州市勘测设计研究院,浙江,杭州,310012 |
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| 基金项目： | 浙江省教育厅科研项目 |
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| 摘 要： | 根据楔形桩的形状和受力特点，结合极限平衡理论提出楔形桩极限平衡承载力的计算方法，并分析土质条件对楔形桩极限承载力的影响。通过理论计算和结果分析表明，楔形桩的承载力是随着锥角在一定范围内的增加而增加的。
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| 关 键 词： | 楔形桩 承载力 计算方法 应用 |
Derivation and Application of Calculation Formula for Wedge Pile Bearing Capacity |
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| Sun Pingping,Jin Jionglan.Derivation and Application of Calculation Formula for Wedge Pile Bearing Capacity[J].Port Engineering Technology,2009,46(5):10-11. |
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| Authors: | Sun Pingping Jin Jionglan |
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| Institution: | Sun Pingping1,Jin Jionglan2,(1.Zhejiang Water Conservancy and Hydropower College,Hangzhou Zhejiang 310012,China,2.Hangzhou Geotechnical Engineering and Surveying Research Institute of China,China) |
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| Abstract: | According to the shape and the load behavior of the wedge pile and combing the theory of the ultimate equilibrium,the method for calculating the bearing capacity of the ultimate equlibrium is given and the influences of soil condition on the ultimate bearing capacity of the wedge pile are analyzed.The conclusions based on the theoretic analysis and test result show that the ultimate bearing capacity will increase with the increment of cone angle. |
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| Keywords: | wedge pile capacity method application |
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