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某山区公路滑坡分析及治理策略分析
引用本文:汪军辉,丁晨,陈进举. 某山区公路滑坡分析及治理策略分析[J]. 公路工程, 2021, 0(1): 248-253
作者姓名:汪军辉  丁晨  陈进举
作者单位:杭州市规划和自然资源局临安分局;核工业西南勘察设计研究院有限公司杭州分院;成都理工大学
基金项目:四川省教育厅资助项目(18ZA0057)。
摘    要:针对山区公路特殊的地质条件及复杂结构,容易引起公路滑坡的问题.以某一山地高速公路为实例,采用传递系数法和FLAC 3D方法对天然状态(自重条件)和饱和状态(自重状态+暴雨状态)下的公路滑坡进行稳定性分析,并提出滑坡治理方案.研究表明:传递系数法和FLAC 3D数值模拟法下获得天然状态下滑坡的稳定系数值均在1.06附近,...

关 键 词:山路隧道  滑坡分析  传递系数法  数值模拟

Analysis on Landslide Control Strategy of a Mountain Highway
WANG Junhui,DING Chen,CHEN Jinju. Analysis on Landslide Control Strategy of a Mountain Highway[J]. Highway Engineering, 2021, 0(1): 248-253
Authors:WANG Junhui  DING Chen  CHEN Jinju
Affiliation:(Lin'an Branch of Hangzhou Bureau of Planning and Natural Resources,Hangzhou,Zhejiang 311300,China;Hangzhou Branch of Nuclear Industry Southwest Survey&Design Institute Co.,Ltd.,Hangzhou,Zhejiang 310013,China;Chengdu University of Technology,Chengdu,Sichuan 610059,China)
Abstract:In view of the special geological conditions and complex structure of mountain highway,it is easy to cause the problem of highway landslide.a mountain expressway is used as an example to analyze the stability of highway landslides in natural state(deadweight condition)and saturation state(heavy rain state of deadweight state)by using the transfer coefficient method and FLAC 3D method,and a landslide control scheme is proposed.According to the results of the study,the stability coefficient of the landslide in the natural state is similar FLAC 3D the transfer coefficient method and the numerical simulation method.in an unstable state.In view of the instability of saturated state,two prevention schemes of slope cutting method and anti-slide pile method are proposed.The simulation results show that the slope cutting method is economical and effective,but it is easy to cause the superior landslide and cause the secondary disaster.
Keywords:mountain tunnel  landslide analysis  transfer coefficient method  numerical simulation
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