| 云南玉龙县宝山公路H1滑坡稳定性分析 |
| |
| 引用本文： | 李红军.云南玉龙县宝山公路H1滑坡稳定性分析[J].岩土工程技术,2020(3):155-157,162. |
| |
| 作者姓名： | 李红军 |
| |
| 作者单位： | 中船勘察设计研究院有限公司 |
| |
| 摘 要： | 云南地处印度板块与欧亚板块挤压碰撞带的北东边界,两大板块长期相对运动使得云南省地质灾害频发。对丽江宝山公路滑坡基本特征、滑坡结构、滑坡成因进行分析,对滑坡在不同工况下的稳定性进行了计算与分析评价。
|
| 关 键 词： | 滑坡 变形特征 稳定性分析 剩余下滑力 |
Stability Analysis of H1 Landslide on Baoshan Highway in Yulong County,Yunnan Province |
| |
| Li Hongjun.Stability Analysis of H1 Landslide on Baoshan Highway in Yulong County,Yunnan Province[J].Geotechnical Engineering Technique,2020(3):155-157,162. |
| |
| Authors: | Li Hongjun |
| |
| Institution: | (China Shipping Survey and Design Institute Co.,Ltd.,Shanghai 200063,China) |
| |
| Abstract: | Yunnan is located in the northeastern boundary of the India-Eurasia collision zone.The long-term relative movement of the two plates has caused frequent geological disasters in Yunnan Province.The landslide deformation characteristics were analyzed by t he basic characteristics,landslide structure and topography,as well as geomorphology conditions of the Baoshan Highway landslide in Lijiang.The stability of the landslide under different working conditions was calculated and analyzed. |
| |
| Keywords: | landslide deformation feature stability analysis residual slip force |
| 本文献已被 CNKI 维普 等数据库收录！ |
|
