| 公路路堑边坡加筋土挡墙处治的稳定性分析 |
| |
| 引用本文： | 胡小告,魏浩.公路路堑边坡加筋土挡墙处治的稳定性分析[J].现代交通技术,2010,7(6):22-24. |
| |
| 作者姓名： | 胡小告 魏浩 |
| |
| 作者单位： | 1. 安徽省公路运输管理局,安徽合肥,230022
2. 河海大学岩土力学与堤坝工程教育部重点实验室,江苏南京,210098;河海大学岩土工程科学研究所,江苏南京210098 |
| |
| 摘 要： | 以广东省某高速公路路堑边坡滑坡加筋土挡墙处治方案为研究对象,详细地分析了加筋土处治公路路堑滑坡的优缺点;分别运用极限平衡理论与有限元强度折减法计算路堑边坡加筋前后稳定性安全系数;将极限平衡理论与有限元强度折减法计算结果相结合,对该滑坡加筋土边坡处治技术进行稳定性分析评估。
|
| 关 键 词： | 边坡工程 加筋土挡墙 稳定性分析 有限元 强度折减法 |
Highway Cut Slope Stability Analysis of Reinforced Soil Retaining Wall of Treatment |
| |
| Hu Xiaogao,Wei Hao.Highway Cut Slope Stability Analysis of Reinforced Soil Retaining Wall of Treatment[J].Modern Transportation Technology,2010,7(6):22-24. |
| |
| Authors: | Hu Xiaogao Wei Hao |
| |
| Institution: | 1.Anhui Road Transport Authority,Hefei 230022,China;2.Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering,Hohai University,Nanjing 210098,China;3.Geotechnical Research Institute,Hohai University,Nanjing 210098,China) |
| |
| Abstract: | In this paper,taking the highway cut slope of a reinforced soil retaining wall of treatment in Guangdong province as the research object,a detailed analysis of the reinforced soil treatment advantages and disadvantages of highway landslide was give. The limit equilibrium theory and the strength reduction finite element method was used to calculate reinforced slope stability safety factor before and after. In order to assess the reinforced soil landslide treatment technique,this paper combines the calculation result of limit equilibrium theory and the strength reduction finite element method. |
| |
| Keywords: | slope engineering reinforced soil retaining wall stability analysis finite element method strength reduction |
| 本文献已被 维普 万方数据 等数据库收录！ |
| 点击此处可从《现代交通技术》浏览原始摘要信息 |
| 点击此处可从《现代交通技术》下载免费的PDF全文 |
|
