| 太平特大桥桩基自平衡法静载试验分析 |
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| 引用本文： | 虞岳阳.太平特大桥桩基自平衡法静载试验分析[J].西部交通科技,2010(7):44-46,51. |
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| 作者姓名： | 虞岳阳 |
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| 作者单位： | 湖南路桥建设集团公司,湖南,长沙,410004 |
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| 摘 要： | 文章结合广深沿江高速公路A2合同段太平特大桥工程实例，介绍了桩基自平衡法静载试验的原理及过程，并通过实例计算分析，论证了该试验方法的合理性与实用性。
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| 关 键 词： | 桩基 自平衡法 静载试验 荷载箱 试验桩 等效转换 |
Self-Leveling Static Loading Experiment of the Bridge Pier of Taiping Bridge |
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| YU Yue-yang.Self-Leveling Static Loading Experiment of the Bridge Pier of Taiping Bridge[J].Western China Communication Science & Technology,2010(7):44-46,51. |
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| Authors: | YU Yue-yang |
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| Institution: | YU Yue-ya ng (Hunan Road and Bridge Construction Corporation, Changsha, Hunan, 410004) |
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| Abstract: | Combined with real construction example taken place at Taiping Bridge in Guangshen Highway section A2, the article introduces the principle and process of the bridge pier sef-leveling static loading experiment.Through real example calculation, it proves the efficiency and applicability of such method. |
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| Keywords: | Bridge pier Self-leveling Static testing Loading box Experiment pier Equivalent transition |
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