| 矿山边坡破坏机制的离散单元法模拟 |
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| 引用本文： | 郭爱民,卢世宗. 矿山边坡破坏机制的离散单元法模拟[J]. 东北大学学报(自然科学版), 1992, 0(1) |
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| 作者姓名： | 郭爱民 卢世宗 |
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| 作者单位： | 东北工学院出版社(郭爱民)，东北工学院采矿系(卢世宗) |
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| 摘 要： | 用离散单元法对磐石镍矿下盘边坡的变形和破坏机制进行了模拟,考虑了坡体中裂隙水的影响,并编制了相应的计算程序和后处理程序。研究表明,离散单元法的模拟结果与现场岩移监测结果基本一致,说明离散单元法在节理边坡岩体变形和破坏机制的研究中具有广阔的应用前景。
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| 关 键 词： | 矿山边坡 破坏机制 离散单元法 裂隙水 |
Simulation of the Fallure Mechanism of Mining Slope by Discrete Element Method |
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| Guo Aimin,Lu Shizong. Simulation of the Fallure Mechanism of Mining Slope by Discrete Element Method[J]. Journal of Northeastern University(Natural Science), 1992, 0(1) |
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| Authors: | Guo Aimin Lu Shizong |
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| Affiliation: | Guo Aimin;Lu Shizong |
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| Abstract: | The deformation and failure mechanism of footwall slope in Panshi Nickel Pitwere simulated with the Discrete Element Method taking the effect of thewater in fissures into account. Computation and post processor were thusprogrammed. The results show that the simulation by Discrete Element Me-thod is basically in compliance with the measured data in situ. The DiscreteElement Method is therefore regarded as having bright prospect to the studyon the deformation and failure mechanism of slope in jointed rock masses. |
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| Keywords: | mining slope failure mechanism discrete element method water in fissures |
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