| 岩体边坡临界滑动场计算方法及其在露天矿边坡设计中的应用 |
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| 引用本文： | 朱大勇；钱七虎；周早生；郑鸿泰. 岩体边坡临界滑动场计算方法及其在露天矿边坡设计中的应用[J]. 岩石力学与工程学报, 1999, 18(5): 567-567 |
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| 作者姓名： | 朱大勇；钱七虎；周早生；郑鸿泰 |
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| 作者单位： | 南京工程兵工程学院!南京210007(朱大勇，钱七虎，周早生)，西南交通大学!成都610031(郑鸿泰) |
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| 摘 要： | 针对岩体介质的特殊性如不连续性、各向异性及非线性破坏准则， 提出建立岩体边坡临界滑动场的计算方法； 并将其应用于峨口铁矿露天边坡的设计， 大大提高了设计工作效率与计算精度
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| 关 键 词： | 边坡 岩体 稳定性 临界滑动场 露天矿 |
| 收稿时间： | 1998-01-12 |
| 修稿时间： | 1998-06-19 |
TECHNIQUE FOR COMPUTING CRITICAL SLIP FIELD OF ROCK SLORE AND ITS APPLICATION TO DESIGN OPEN PIT SLOPE |
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| Zhu Dayong Qian Qihu Zhou Zaosheng Zheng Huntai. TECHNIQUE FOR COMPUTING CRITICAL SLIP FIELD OF ROCK SLORE AND ITS APPLICATION TO DESIGN OPEN PIT SLOPE[J]. Chinese Journal of Rock Mechanics and Engineering, 1999, 18(5): 567-567 |
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| Authors: | Zhu Dayong Qian Qihu Zhou Zaosheng Zheng Huntai |
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| Affiliation: | Zhu Dayong 1 Qian Qihu 1 Zhou Zaosheng 1 Zheng Huntai 2 |
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| Abstract: | A computation technique to construct critical slip fields of rock slopes is proposed, Which takes account of characteristics of rock masses, such as discontinuity, anisotropy and non linear failure criteria.This technique has been applied to the design of the open pit slope at Erkou Mine and high efficiency and accuracy have been achieved. |
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| Keywords: | slope rock mass stability critical slip field open pit |
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