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| 边坡降雨入渗的力学特性分析 | |
| 引用本文： | 张子达,唐发刚,汪承志.边坡降雨入渗的力学特性分析[J].交通科技,2006(4):28-30. |
| 作者姓名： | 张子达 唐发刚 汪承志 |
| 作者单位： | 1. 广东省路桥建设发展有限公司,广州,510635 2. 重庆市渝航交通工程有限公司,重庆,400060 3. 重庆交通大学河海学院,重庆,400074 |
| 摘 要： | 以土体的三相介质理论为基础,采用流固耦合方程对非饱和边坡在雨水入渗工况下的力学响应作分析,探讨雨水入渗时土坡吸水软化特性及其相关强度因子变化规律,得出了降雨对边坡安全性的一些有益结论。 |
| 关 键 词： | 边坡 降雨 流固耦合 力学特性 |
| 收稿时间： | 2006-03-10 |
| 修稿时间： | 2006年3月10日 |
Analysis of the Slope Mechanical Character During Rainfall |
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| Zhang Zida,Tang Fagang,Wang Chengzhi.Analysis of the Slope Mechanical Character During Rainfall[J].Transportation Science & Technology,2006(4):28-30. | |
| Authors: | Zhang Zida Tang Fagang Wang Chengzhi |
| Institution: | 1. Guangdong Road and Bridge Construction Development Co. Ltd,, Guangzhou 510635, China; 2. Chongqing Yuhang Jaotong Engineering Company Limited, Chongqing 400074, China; 3. Department of Engineering, Hehai College, Chongqing Jiaotong Universityj, Chongqing 400074, China |
| Abstract: | Based on the soil's three phase theory and using the fluid and solid coupling equation,the paper analyzed the mechanics response of unsaturated slope under the condition of rainfall seepage,discussed the character of the intenerated soil slope and its interrelated strength change coefficient,and educed some useful conclusions about the slope security. |
| Keywords: | slope rainfall fluid and solid coupling mechanical character |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ | |