| 独龙江公路下段Ⅰ号滑坡稳定性分析 |
| |
| 引用本文： | 庄儒新,李峰,庞君. 独龙江公路下段Ⅰ号滑坡稳定性分析[J]. 云南地质, 2005, 24(4): 455-461 |
| |
| 作者姓名： | 庄儒新 李峰 庞君 |
| |
| 作者单位： | 昆明理工大学国土资源工程学院,昆明,650093 |
| |
| 摘 要： | 独龙江地区岩体破碎，暴雨强度大，边坡稳定性差。独龙江公路下段Ⅰ号滑坡体位于贡山县普拉河旁，为确保公路安全，我们采用抗滑力／下滑力的方法来分析滑坡稳定性。
|
| 关 键 词： | 稳定性分析 公路滑坡 抗滑力／下滑力 独龙江云南 |
| 文章编号： | 1004-1885（2005）04-455-07 |
| 收稿时间： | 2005-05-19 |
| 修稿时间： | 2005-05-19 |
THE ANALYSIS OF STABILITY OF SLIDE I OF LOWER SEGMEMT OF DULONGJIANG HIGHWAY |
| |
| ZHUANG Ru-xin,LI Feng,PANG Jun. THE ANALYSIS OF STABILITY OF SLIDE I OF LOWER SEGMEMT OF DULONGJIANG HIGHWAY[J]. Yunnan Geology, 2005, 24(4): 455-461 |
| |
| Authors: | ZHUANG Ru-xin LI Feng PANG Jun |
| |
| Abstract: | In Dulongjiang area, the stability of side slope is weak because the rock body is fragmented and the storm is intense. The slide 1 of lower segment of Dulongjiang highway is beside Pula river in Gongshan County. In order to ensure the safty of this highway, we have an analysis of the stability of the slide with the method of antiskid/downslide. |
| |
| Keywords: | Analysis of Stability Slide of Highway Antiskid/Down- slide Dulongjiang,Yunnan |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
|
