| 隆林新洲养护站边坡稳定性分析 |
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| 引用本文： | 罗世毅,周富华.隆林新洲养护站边坡稳定性分析[J].西部交通科技,2009(11):117-121. |
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| 作者姓名： | 罗世毅 周富华 |
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| 作者单位： | 广西交通科学研究院,广西,南宁,530007 |
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| 摘 要： | 文章利用SLOPE／W模块，基于确定值方法和可靠度理论的极限平衡法．对隆林新洲养护站边坡在不采取支挡措施和采用锚索抗滑桩支挡措施情况下，如何保持边坡稳定性进行了对比分析。
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| 关 键 词： | 边坡 可靠度 极限平衡法 安全系数 失稳概率 可靠性指标 |
Stability Analysis for the Side Slope of Longlin Xinzhou Ma-intenance Station |
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| LUO Shi-yi,ZHOU Fu-hua.Stability Analysis for the Side Slope of Longlin Xinzhou Ma-intenance Station[J].Western China Communication Science & Technology,2009(11):117-121. |
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| Authors: | LUO Shi-yi ZHOU Fu-hua |
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| Institution: | (Guangxi Academy of Communicational Science, Naning, Guangxi, 530007) |
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| Abstract: | Using the slopew module, the article analyzes the possibility on how to sustain the side slope stability without installing the soldier pile or skid resistance pile.It also gives reference to similar side slope protection. |
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| Keywords: | Side slope Reliability Limit equilibrium methods Safety factor Destabilization probability Reliability measure |
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