云南玉龙县宝山公路H1滑坡稳定性分析
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。
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 the 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.
中文标题：
云南玉龙县宝山公路H1滑坡稳定性分析
Stability Analysis of H1 Landslide on Baoshan Highway in Yulong County, Yunnan Province
作者：
李红军
Li Hongjun
作者简介:李红军,男,1977年生,陕西洛川县人,硕士研究生,高级工程师,主要从事岩土工程、地质勘察研究。E-mail:1636011@qq.com
通讯地址：
中船勘察设计研究院有限公司, 上海 200063
ChinaShippingSurveyandDesignInstituteCo.,Ltd.,Shanghai200063,China
中图分类号:P642.22
doi:10.3969/j.issn.1007-2993.2020.03.007
出版物：岩土工程技术
收稿日期:2019-07-25
网络出版日期:2021-07-10
关键词:滑坡,变形特征,稳定性分析,剩余下滑力
Key words:landslide,deformation feature,stability analysis,residual slip force
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