| 张石高速公路某边坡稳定性分析与支护设计 |
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| 引用本文： | 刘亚峰,贺俊利,路晓东.张石高速公路某边坡稳定性分析与支护设计[J].山西建筑,2009,35(3):272-273. |
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| 作者姓名： | 刘亚峰 贺俊利 路晓东 |
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| 作者单位： | 张石高速公路张家口管理处,河北张家口,075700 |
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| 摘 要： | 通过建立边坡稳定性分析的力学模型，应用简化的Bishop分析方法，以边坡潜在滑移面的最小安全系数为控制指标，对边坡的稳定性性能进行了研究，实践表明，该边坡稳定性分析方法及支护方案切实可行，经济合理。
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| 关 键 词： | 高速公路 边坡 稳定性 地质力学模型 支护 设计 |
The stability analysis and support design of a slope in Zhang-Shi express highway |
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| LIU Ya-feng,HE Jun-li,LU Xiao-dong.The stability analysis and support design of a slope in Zhang-Shi express highway[J].Shanxi Architecture,2009,35(3):272-273. |
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| Authors: | LIU Ya-feng HE Jun-li LU Xiao-dong |
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| Affiliation: | LIU Ya-feng HE Jun-li LU Xiao-dong |
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| Abstract: | Through building mechanical model of slope stability analysis,the slope stability performance was studied with minimum safety coefficient slope potential sliding plane by simplified Bishop analytical method.The practice indicated that the slope stability analysis method and supporting planning was feasible and economic. |
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| Keywords: | express highway slope stability geomechanics mechanical model supporting design |
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