废弃矿湖边坡长期稳定性——数值模拟与风险评估

V. Renaud, M. Al Heib, Roxane Muller, J. Burda
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引用次数: 1

摘要

世界上几乎所有开采后的露天矿都被塑造成一个最终蓄水池,目的是充水。在欧洲,建造湖泊是回收露天矿山后最常见的方法。矿山湖泊的安全与保障是矿区优先考虑的问题之一。确定的主要危害之一是湖岸的边坡稳定性。为了开发一种评估露天矿长期稳定性的可靠性方法,对欧洲最大的采矿湖之一(捷克共和国)Most湖进行了大规模数值模型的研究。基于现场观测、大比例尺激光雷达数据和岩土工程数据,建立了大比例尺数值模型。结果表明,将几何模型与地质模型结合起来创建大规模数值模型,并识别局部和潜在不稳定带的方法是可靠的。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Long-Term Slope Stability of Abandoned Mine Lake—Numerical Modelling and Risk Assessment
Almost all post exploitation open pit mines in the world are shaped as a final reservoir intended to be filled with water. In Europe, the creation of water lakes is the most common way of reclaiming post open pit mines. The safety and the security of mine lakes is one of the priorities of mine regions. One of the main hazards identified is the slope stability of lake banks. To develop a reliability methodology for assessing the long-term stability of flooded open pit mines, a large-scale numerical model of the lake was carried out and was applied on Lake Most, which is one of the largest mining lakes in Europe (Czech Republic). The large-scale numerical model was built, based on the site observations, large scale LiDAR data and geotechnical data. The results highlighted the reliability of the methodology to combine the geometric model with the geological model to create a large-scale numerical model, and to identify local and potentially instable zones.
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