| 公路边坡支护方案优化设计 |
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| 引用本文： | 冯光乐,凌天清,许志鸿.公路边坡支护方案优化设计[J].交通运输工程学报,2002,2(1):43-47. |
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| 作者姓名： | 冯光乐 凌天清 许志鸿 |
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| 作者单位： | 1.同济大学 道路与交通工程系, 上海 200092;;2.重庆交通学院 道路工程系, 重庆 400074 |
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| 摘 要： | 根据重要性系数提出了安全度的概念, 初步探讨了工程与环境条件的相互作用关系, 较为详细地讨论了根据场地工程地质、水文地质、环境条件进行边坡支护方案优化设计的方法, 并系统地介绍了修正的RMR法。
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| 关 键 词： | 公路 边坡 优化 安全度 |
| 文章编号： | 1671-1637(2002)01-0043-05 |
| 收稿时间： | 2001-11-07 |
| 修稿时间： | 2001年11月7日 |
Optimizing design method of highway slope |
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| FENG Guang le ,LING Tian qing ,XU Zhi hong.Optimizing design method of highway slope[J].Journal of Traffic and Transportation Engineering,2002,2(1):43-47. |
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| Authors: | FENG Guang le LING Tian qing XU Zhi hong |
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| Institution: | 1. Department of Road and Traffic Engineering, Tongji University, Shanghai 200092, China;;2. Department of Road Engineering, Chongqing Jiaotong University, Chongqing 400074, China |
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| Abstract: | According to slope's essentiality coefficient,this paper puts forward the concept of safe degree,discusses the relation of engineering and its environment,and probes into the optimizing design method of highway with its geological,hydrological and environmental message.The paper introduces the modified rock mass rating method by the numbers. |
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| Keywords: | highway slope optimizing safe degree |
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