| 山区高速公路路堑高边坡治理设计方案研究 |
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| 引用本文： | 苏沛东.山区高速公路路堑高边坡治理设计方案研究[J].河南科学,2011,29(7):827-829. |
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| 作者姓名： | 苏沛东 |
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| 作者单位： | 河南省交通规划勘察设计院有限责任公司,郑州,450052 |
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| 摘 要： | 结合具体工程实例,通过对出现局部滑塌高边坡进行对比计算分析,确定出高边坡合理边坡坡率.同时结合具体土质,确定高边坡在不同工况条件下保持稳定的条件.然后,在此基础上探寻出一种实用可行的边坡稳定综合治理设计方案.
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| 关 键 词： | 路堑高边坡 稳定性分析 综合治理 设计方案 |
Mountain Freeway High-Risk Slope Treatment Program |
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| Su Peidong.Mountain Freeway High-Risk Slope Treatment Program[J].Henan Science,2011,29(7):827-829. |
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| Authors: | Su Peidong |
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| Institution: | Su Peidong(Transportation Planning Survey and Design Institute of Henan Co.,Ltd.,Zhengzhou 450052,China) |
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| Abstract: | In this paper,an engineering example,a partial collapse by comparing calculated slope analysis to determine the slope reasonable slope rate.Combined with the specific soil,determine the slope under different conditions in stable condition.Then,on the basis of a practical and feasible to explore the comprehensive management of slope stability design. |
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| Keywords: | high slope stability analysis comprehensive design |
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