| 地下连续墙作为桥梁基础在软土地区的应用 |
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| 引用本文： | 吕嵩山,吕敬之.地下连续墙作为桥梁基础在软土地区的应用[J].公路交通科技,2005,22(9):106-110. |
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| 作者姓名： | 吕嵩山 吕敬之 |
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| 作者单位： | 1. 北京中汉威交通科技有限公司,北京,100101
2. 北京建达道桥咨询有限公司,北京,100016 |
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| 摘 要： | 本文以上海浦东国际机场1号桥的设计为背景,介绍了地下连续墙做为桥梁基础的计算模型的建立、计算参数的取值以及构造处理措施。结果表明:当条件受限制时,地下连续墙不失为一种较好的基础型式。
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| 关 键 词： | 地下连续墙 竖向弹性地基梁 水土分算 基床系数 |
| 文章编号： | 1002-0268(2005)09-0106-05 |
| 收稿时间： | 2005-05-13 |
| 修稿时间： | 2005年5月13日 |
Application of Underground Continuous Wall as Bridge Foundation in Soft Soil Region |
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| LV Song-shan,LV Jing-zhi.Application of Underground Continuous Wall as Bridge Foundation in Soft Soil Region[J].Journal of Highway and Transportation Research and Development,2005,22(9):106-110. |
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| Authors: | LV Song-shan LV Jing-zhi |
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| Institution: | 1. Beijing Zhonghanwei Traffic Technology Ltd, Beijing 100101, China; 2. Beijing Jianda Road and Bridge Consultation Ltd, Beijing 100016, China |
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| Abstract: | On the base of the design of the No. 1 bridge of Shanghai Pudong International Airport, this paper introduces the building of the calculation model, the value of the calculation parameters, and the structure treatment measures of the underground continuous wall used as the bridge foundation. The project shows that underground continous wall is a kind of good foundation when the area is limited with deep excavation. |
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| Keywords: | Underground continuous wall Vertical elastic foundation beam Separate calculation of water and earth pressures Foundation bed factors |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
