| 土坡稳定性的几何参数回归分析 |
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| 引用本文： | 姚海慧,赵青. 土坡稳定性的几何参数回归分析[J]. 科技信息, 2010, 0(25): 162-162,418 |
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| 作者姓名： | 姚海慧 赵青 |
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| 作者单位： | 安阳工学院建筑工程系,河南安阳455000 |
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| 摘 要： | 土坡的稳定性受土坡几何参数的影响,通过Fellenius法、Bishop法、Janbu法以及Morgenstern-Price法计算出土坡模型的相应安全系数,并进行回归分析,得到边坡稳定性与几何参数相关的回归方程。
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| 关 键 词： | 土坡 稳定性 模型 几何参数 回归分析 |
Regression Analysis of Geometric Parameters about Soil Slope Stability |
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| YAO Hai-hui,ZHAO Qing. Regression Analysis of Geometric Parameters about Soil Slope Stability[J]. Science, 2010, 0(25): 162-162,418 |
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| Authors: | YAO Hai-hui ZHAO Qing |
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| Affiliation: | (AnYang Institute of Technology Constructional Engineering Department,Anyang Henan,455000) |
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| Abstract: | The stability of soil slope is influenced by its geometric parameters. the safety factor of soil slope models are computed though Fellenius method,Bishop method,Janbu method and Morgenstern-Price method,and regression analysis as well,then the relevant regression equations concerning geometric parameters of soil slope are obtained. |
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| Keywords: | Soil slope Stability Model Geometric parameter Regression analysis |
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