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| 低强度桩复合地基处理桥头软基试验研究 | |
| 引用本文： | 林立宏,张征文,张里奇. 低强度桩复合地基处理桥头软基试验研究[J]. 交通标准化, 2005, 0(12): 55-56 |
| 作者姓名： | 林立宏 张征文 张里奇 |
| 作者单位： | 1. 临海市交通局,浙江,临海,317000 2. 浙江交通职业技术学院,浙江,杭州,311112 3. 台州路桥区交通局,浙江,台州,318050 |
| 摘 要： | 试验表明，低强度桩处理桥头软土地基可以达到其他方法的处理效果，同时由于低强度桩具有一些其他方法不可比拟的优点．因此在控制桥头软土地基沉降方面具有一定的优越性。 |
| 关 键 词： | 低强度桩 桥头跳车 应力比 |
| 文章编号： | 1002-4786（2005）12-0055-02 |
| 收稿时间： | 2005-05-31 |
| 修稿时间： | 2005-05-31 |
Research on Test of Low Intensity Pile in Disposing of Soft Ground at end of Bridge |
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| LIN Li-hong,ZHANG Zheng-wen,ZHANG Li-qi. Research on Test of Low Intensity Pile in Disposing of Soft Ground at end of Bridge[J]. Communications Standardization, 2005, 0(12): 55-56 | |
| Authors: | LIN Li-hong ZHANG Zheng-wen ZHANG Li-qi |
| Abstract: | As test shown, the same effect can be gotten to use low intensity pile as using other methods in disposing soft ground. Moreover, because of many advantage, low intensity piles has many superiority in control of soft ground sedimentation at end of bridge than other methods. |
| Keywords: | low intensity jumping at end of bridge stress ratio |
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