| 河床下切对桥梁桩基承载能力的影响及加固 |
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| 引用本文： | 王全,刘洪瑞,吴冬亮.河床下切对桥梁桩基承载能力的影响及加固[J].城市道桥与防洪,2010(1):60-63. |
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| 作者姓名： | 王全 刘洪瑞 吴冬亮 |
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| 作者单位： | 广东工业大学土木与交通工程学院,广东广州,510006;广东省冶金建筑设计研究院,广东广州,510080 |
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| 摘 要： | 该文论述了河床下切对桥梁桩基的危害性及其分析所采用的理论方法,通过广东茂名下郭大桥工程实例,分析了河床下切后对桩基承载能力的影响。
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| 关 键 词： | 河床下切 桩-土作用 桩基础 承载能力 |
Influence of Riverbed Entrenchment on Bearing Capacity of Bridge Pile Foundation and Reinforcing Treatment |
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| Wang Quan,Liu Hongrui,Wu Dongliang.Influence of Riverbed Entrenchment on Bearing Capacity of Bridge Pile Foundation and Reinforcing Treatment[J].Urban Roads Bridges & Flood Control,2010(1):60-63. |
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| Authors: | Wang Quan Liu Hongrui Wu Dongliang |
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| Abstract: | This article discusses the danger of riverbed entrenchment on the bridge pile foundation and the theoretical methods used in its analysis. According to the case of Guangdong Province Maoming Xiaguo Bridge Project, the article analyzes the influence of riverbed entrenchment on the bearing capacity of pile foundation. |
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| Keywords: | riverbed entrenchment pile-soil interaction pile foundation bearing capacity |
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