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。
In Dulongjiang area, the stability of side slope is weak because the rock body is fragmented and the storm is intense. The slide Ⅰ 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.
出处
《云南地质》
2005年第4期455-461,共7页
Yunnan Geology
关键词
稳定性分析
公路滑坡
抗滑力/下滑力
独龙江云南
Analysis of Stability
Slide of Highway
Antiskid/Down- slide
Dulongjiang,Yunnan
