| 梧州市河东防洪堤桩基承载力复核计算方法初探 |
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| 引用本文： | 黄祖芹,龙益辉,余青梅.梧州市河东防洪堤桩基承载力复核计算方法初探[J].广西水利水电,2009(3):19-22. |
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| 作者姓名： | 黄祖芹 龙益辉 余青梅 |
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| 作者单位： | 广西水利电力勘测设计研究院,广西,南宁,530023;广西水利电力勘测设计研究院,广西,南宁,530023;广西水利电力勘测设计研究院,广西,南宁,530023 |
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| 摘 要： | 水平荷载作用下桩的性状实质是一个复杂的桩、土相互作用的过程，结合梧州市防洪堤工程实际，用m法复核计算防洪堤的桩基。m法是单一参数法，m值的选择对计算成果影响很大。论述了复核计算中桩基水平承载力及m值的确定，分析了计算成果的合理性。
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| 关 键 词： | 桩基 水平承载力 复核 防洪堤 |
Pile foundation bearing capacity recheck calculation method of Wuzhou Hedong flood dike project |
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| HUANG Zu-qin,LONG Yi-hui,YU Qing-mei.Pile foundation bearing capacity recheck calculation method of Wuzhou Hedong flood dike project[J].Gx Water Resources & Hydropower Engineering,2009(3):19-22. |
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| Authors: | HUANG Zu-qin LONG Yi-hui YU Qing-mei |
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| Affiliation: | Guangxi Water and Power Design Institute;Nanning 530023;China |
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| Abstract: | A pile under horizontal load behaves a complicated interaction process between pile and earth.According to the actual conditions of Wuzhou flood dike project,the recheck calculation of pile foundation was conducted by m method,a single parameter method.The m value renders significant influence on the calculation results.The authors discuss the determination of horizontal bearing capacity and m value,and analyzed the rationality of calculation results. |
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| Keywords: | Pile foundation horizontal bearing capacity recheck flood dike |
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