| 岩质边坡稳定性分析的探讨 |
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| 引用本文： | 张飞,池秀文.岩质边坡稳定性分析的探讨[J].岩土力学,2003(Z2). |
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| 作者姓名： | 张飞 池秀文 |
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| 作者单位： | 武汉理工大学资环学院 湖北武汉430070
(张飞)，武汉理工大学资环学院 湖北武汉430070(池秀文) |
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| 摘 要： | 通过最大剪应力等值线来确定边坡的滑动面,并与其结构面抗剪强度相比较,给出了确定边坡的稳定系数的方法。
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| 关 键 词： | 抗剪强度 安全系数 结构面 |
Discussion on stability analysis of rock slopes |
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| ZHANG Fei,CHI Xiu-wen.Discussion on stability analysis of rock slopes[J].Rock and Soil Mechanics,2003(Z2). |
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| Authors: | ZHANG Fei CHI Xiu-wen |
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| Abstract: | The maximum equivalence line of shears-stress is analyzed for ascertaining the slip plane of side slope, and compared with the shear stress strength of engineering-geological of the slip plane. A idea about researching the stability factor of side slope is put forward. |
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| Keywords: | shear stress strength safety factor |
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