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| 桥梁地基部分被淘蚀后的稳定性研究 | |
| 引用本文： | 王成,郑莉,陈翰新,原磊. 桥梁地基部分被淘蚀后的稳定性研究[J]. 城市道桥与防洪, 2005, 0(4): 100-101 |
| 作者姓名： | 王成 郑莉 陈翰新 原磊 |
| 作者单位： | 1. 重庆交通学院桥梁与隧道工程系,重庆,400074 2. 重庆交通学院桥梁与隧道工程系,重庆,400074;重庆市设计院市政分院,重庆,400015 |
| 摘 要： | 处于斜坡上的桥梁地基常会受到冲刷淘蚀而使基底面积减小,对桥基造成不利影响。针对这一情况,研究淘蚀形状不规则的桥基稳定性计算方法和计算公式。 |
| 关 键 词： | 桥梁工程 地基基础 部分淘蚀 稳定性 倾复 计算 |
| 文章编号： | 1009-7716（2005）04-0100-02 |
| 收稿时间： | 2005-03-21 |
| 修稿时间： | 2005-03-21 |
Study on Stability of Bridge Foundation Part after Dredging and Erosion |
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| Wang Cheng,Zheng Li,Chen Hanxin et al.. Study on Stability of Bridge Foundation Part after Dredging and Erosion[J]. Urban Roads Bridges & Flood Control, 2005, 0(4): 100-101 | |
| Authors: | Wang Cheng Zheng Li Chen Hanxin et al. |
| Abstract: | The bridge foundation on slope is often eroded and dredged so that the area of foundation bottom reduces and the bridge foundation is influenced. To counter this condition, the paper studies on a calculation method and formula of bridge foundation stability with irregular shape of dredging and erosion. |
| Keywords: | bridge engineering foundation base a part of dredging and erosion stability overturning calculation |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ | |