| 峨口铁矿高陡边坡稳定性三维模型试验研究 |
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| 引用本文： | 吴玉庚,牟会宠,龚秋明.峨口铁矿高陡边坡稳定性三维模型试验研究[J].工程地质学报(英文版),1998,6(4):368-374. |
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| 作者姓名： | 吴玉庚 牟会宠 龚秋明 |
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| 作者单位： | 中国科学院地质研究所工程地质力学开放研究实验室,北京100029 |
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| 摘 要： | 据计算, 峨口铁矿边坡如增加1坡角可减少剥离量5684万吨, 节约经费1.7亿元。在地质调查基础上, 应用三维物理模型对峨口铁矿边坡进行了设计最终边坡角开挖试验, 加陡边坡角以及陡帮强采试验研究, 以进一步验证矿山原设计最终边坡角的合理与否。
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| 关 键 词： | 铁矿 边坡 稳定性 |
| 收稿时间： | 1998-06-30 |
THREE DIMENSIONAL MODELING EXPERIMENT ON THE STABILITY OF HIGH STEEP SLOPE OF EKOU OPEN IRON MINE |
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| Wu Yugeng,Mu Huichong,Gong Qiuming.THREE DIMENSIONAL MODELING EXPERIMENT ON THE STABILITY OF HIGH STEEP SLOPE OF EKOU OPEN IRON MINE[J].Journal of Engineering Geology,1998,6(4):368-374. |
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| Authors: | Wu Yugeng Mu Huichong Gong Qiuming |
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| Institution: | Institute of Geology, Academia Sinica, Beijing 100029 |
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| Abstract: | On the base of geological prospecting, a three dimensional physical model is used in experimental study of the stability of high steep slope in consideration of different slope angles and the power excavation of the slope. It further proves the rationality of previous design angles for the mine slope. |
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| Keywords: | Iron mine Slope Stability |
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