| 公路路桥(涵)过渡段结构设计技术分析 |
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| 引用本文： | 罗志强.公路路桥(涵)过渡段结构设计技术分析[J].广东工业大学学报,2007,24(2):64-68. |
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| 作者姓名： | 罗志强 |
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| 作者单位： | 广东工业大学建设学院 广东广州510090； |
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| 摘 要： | 结合公路路桥(涵)过渡段路基路面产生不均匀沉降问题,分析和提出公路路桥(涵)过渡段结构设计应注意保证路桥过渡段的地基条件与路基条件、加强桥台软土地基处治的研究、选择合适的桥台与桥头路堤的稳定与沉降控制措施.
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| 关 键 词： | 路桥(涵)过渡段 结构设计 沉降 |
| 文章编号： | 1007-7162（2007）02-0064-05 |
| 收稿时间： | 2006-03-24 |
| 修稿时间： | 2006-03-24 |
Structure Design Analysis for Transition Section of Highway and Bridge |
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| LUO Zhi-qiang.Structure Design Analysis for Transition Section of Highway and Bridge[J].Journal of Guangdong University of Technology,2007,24(2):64-68. |
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| Authors: | LUO Zhi-qiang |
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| Affiliation: | (Faculty of Construction,Guangdong University of Technology,Guangzhou 510090,China) |
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| Abstract: | Combined with the problems of the ununiform settlements met in the subgrade and pavement in transition section of the highway and bridge,it is analyzed and presented that structure design must secure the foundation conditions and subgrade conditions in transition section of the highway and bridge.The study of the soft soil base treatment at the bridge abutment must be strengthened and the suitable stability and settlement measures of the bridge abutment and bridge head must be chosen. |
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| Keywords: | transition section of the highway and bridge structure design settlement |
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