| 岩质深路堑边坡稳定性分析及坡角的确定 |
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| 引用本文： | 李院兵,邵盛福.岩质深路堑边坡稳定性分析及坡角的确定[J].资源环境与工程,2002,16(2):27-30. |
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| 作者姓名： | 李院兵 邵盛福 |
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| 作者单位： | 武汉地质工程勘察院 |
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| 摘 要： | 本从边坡破坏的三个必要条件出发，定性分析了五种边坡的稳定性，通过赤平极射投影，滑动块体的受力分析与计算，介绍了极限稳定坡角的确定方法，并通过工程实例，说明了该方法的实用性。
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| 关 键 词： | 深路堑 边坡 坡角 赤平极射投影 受力分析 高速公路 |
| 修稿时间： | 2002年3月4日 |
THE STABILITY OF THE ROCKY DEEP CUTTING SLOPE AND THE SLOPE VALUES |
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| Li Yuanbing Shao Shengfu.THE STABILITY OF THE ROCKY DEEP CUTTING SLOPE AND THE SLOPE VALUES[J].Resources Environment & Engineering,2002,16(2):27-30. |
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| Authors: | Li Yuanbing Shao Shengfu |
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| Affiliation: | Wuhan Institute of Geological Engineering Exploration |
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| Abstract: | Based on the three necessary conditions, this paper analyzes qualitatively the stabilities of five kinds of slopes. It introduces the determination of the limit stable slope values, through stereographic polar projection and stress calculation of the sliding blocks, which shows its practical values. |
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| Keywords: | Deep cutting Slope Stability Slope value Stereographic polar projection |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
