| 惠州桥头跳车病害防治技术研究 |
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| 引用本文： | 申爱琴,岳鹏飞,洪俊明,祁秀林. 惠州桥头跳车病害防治技术研究[J]. 公路, 2004, 0(3): 126-131 |
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| 作者姓名： | 申爱琴 岳鹏飞 洪俊明 祁秀林 |
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| 作者单位： | 1. 长安大学公路学院,西安市,710064
2. 惠州市公路局,惠州市,516001 |
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| 摘 要： | 针对惠州地区土质、地质情况，通过台背路基沉降的数值计算和量化分析，提出了不同填高、不同基底状况的桥头跳车病害防治技术方案，并通过西林河大桥工程予以验证。
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| 关 键 词： | 桥头跳车病害 防治技术 西林河大桥 惠州地区 台背路基沉降 公路桥 |
| 文章编号： | 0451-0712(2004)03-0126-06 |
Research on Prevention of Bump at End of Bridge in Huizhou Area |
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| SHEN Ai-qin ,YUE Peng-fei ,HONG Jun-ming ,QI Xiu-lin. Research on Prevention of Bump at End of Bridge in Huizhou Area[J]. Highway, 2004, 0(3): 126-131 |
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| Authors: | SHEN Ai-qin YUE Peng-fei HONG Jun-ming QI Xiu-lin |
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| Affiliation: | SHEN Ai-qin 1,YUE Peng-fei 1,HONG Jun-ming 2,QI Xiu-lin 2 |
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| Abstract: | In view of the nature of soil and geology of Huizhou Area, the settlement of approach embankment behind abutments is calculated. By analyzing the calculating results, the projects to prevent bump at the end of bridge are put forward on the basis of different heights of approach embankment and different foundation conditions. To verify the result of laboratory study, the test project is applied to Xi-lin River Bridge. |
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| Keywords: | settlement of approach embankment behind abutment bump at the end of bridge |
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