| 公路土质边坡支护方案优化方法 |
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| 引用本文： | 赵发章.公路土质边坡支护方案优化方法[J].公路,2004(8):87-90. |
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| 作者姓名： | 赵发章 |
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| 作者单位： | 甘肃省交通厅工程处,兰州市,730030 |
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| 摘 要： | 依据边坡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
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| 关 键 词： | 边坡 安全度 优化设计 |
| 文章编号： | 0451-0712(2004)08-0087-04 |
| 修稿时间： | 2004年6月22日 |
Optimum Design Method of Support Scheme of Highway Soil Slopes |
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| ZHAO Fa-zhang.Optimum Design Method of Support Scheme of Highway Soil Slopes[J].Highway,2004(8):87-90. |
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| Authors: | ZHAO Fa-zhang |
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| Abstract: | According to the essentiality coefficients of slopes, the concept of degree of safety is put forward, the relations of engineering and its environment studied.The optimum design method of support scheme of highway slopes based on its geological,hydrological and environmental conditions is discussed. |
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| Keywords: | slope degree of safety optimum design |
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