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高速公路路堑岩质高边坡放坡坡角的优化设计
引用本文:冯德乾,刘祖德.高速公路路堑岩质高边坡放坡坡角的优化设计[J].工业安全与环保,2005,31(1):46-48.
作者姓名:冯德乾  刘祖德
作者单位:1. 贵州省煤田地质局142队,贵州六枝,553400
2. 中国地质大学工程学院,武汉,430074
摘    要:在高速公路建设过程中,路堑岩质高边坡如何提高其稳定性与降低其工程造价这一对矛盾日益凸现。如何在边坡稳定性与工程造价之间选择一个最优的边坡放坡坡角是高速公路路堑岩高边坡工程中一项热点研究课题。根据京珠高速公路湖北大悟K34段的工作地质条件,分析了路堑岩质边坡最优坡角α代的确定方法,并用以指导治理施工,取得了较好的工程治理效果与经济效益。

关 键 词:路堑  岩质高边坡  京珠高速公路  放坡  高边坡工程  岩质边坡  地质条件  工程造价  施工  边坡稳定性
修稿时间:2004年9月14日

The Optimum Design for Trench Rock High Slope Cutting Angle in Speedway Engineering
Feng Deqian,Liu Zude.The Optimum Design for Trench Rock High Slope Cutting Angle in Speedway Engineering[J].Industrial Safety and Dust Control,2005,31(1):46-48.
Authors:Feng Deqian  Liu Zude
Institution:Feng Deqian 1 Liu Zude 2
Abstract:In the process of speedway construction,the contradiction between advancing the stability on the trench rock high slope and reducing engineering cost has been increasingly emerged.How to choose a most optimum slope angle for cutting has been a hot study problem between its stability and the low cost.In this paper,based on the engineering geology condition of K34 sect,Jingzhu Speedway in Dawu County,Hubei Province,the method for determining the most optimum slope angle for cutting has been analyzed,which is used to guide the construction of the engineering and some good treatment effects and economic benefits have been obtained.
Keywords:rock high slope  trench  optimum slope angle  
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