| 陈建平,唐辉明.京珠高速公路大悟段高边坡加固设计方法探讨[J].地质与勘探,2000,(2):45-48 |
| 京珠高速公路大悟段高边坡加固设计方法探讨 |
| DISCUTIONS ON RESIGN METHODS OF REINFORCEMENTS IN HIGH SLOPE OF JINGZHU HIGHWAY IN DAWU SECTION |
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| DOI： |
| 中文关键词: 岩体结构 边坡加固 高边坡 稳定性分析 高速公路 |
| 英文关键词: rockmass, slop reinforce, high slop, design, stability analysis, |
| 基金项目: |
| 陈建平 唐辉明 |
| 中国地质大学工程学院!武汉430074 |
| 摘要点击次数: 1823 |
| 全文下载次数: 1566 |
| 中文摘要: |
| 根据岩体结构特征与岩石物理力学特性，采用现代化的计算手段对岩体稳定性分析计算，并在此基础上进行加固结构设计是一种代替传统设计的新方法，结合京珠高速公路大悟段岩质高边坡加固设计，分析了这种方法的具体步骤与优越性，根据该设计在实施后的结果，肯定了设计的成功之处。 |
| 英文摘要: |
| A new designing method is proposed to replace the traditional designing method, by which stability analysis of rockmass are analyzed and the reinforceents designed by a means of modern computing method on the basis of the rockmass structure and the rock physical mechanics. The paper presents the detailed procedure and the advantages of the method, combining reinforcements design of the high rocky slope of Jingzhu highway in Dawu section. It is a successful design according to the results of construction. |
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