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Stability analysis of high-steep mining slope based on clustering and unascertained measuring method

机译:基于聚类和紊乱测量方法的高陡矿山坡稳定性分析

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Ranging from geological, hydrological to geographical conditions, the influencing factors of the stability of high-steep mining slope involve lots of unascertained information which is difficult to analyze and judge with simple methods. Based on engineering analogy, this paper analyzes the stability of high-steep mining slope by clustering and unascertained measuring method. The clustering center of the various influencing factors of the stability of high-steep mining slope was pinpointed through dynamic clustering, with a large number of historical data as training samples. After using the unascertained measure to evaluate the numerous unascertained information, the authors put forward a new method for stability analysis of high-steep slope mine. The results show that the proposed algorithm can predict the steady state of high-steep mining slope with a hit rate above 90%. All in all, this research sheds new light on rational and rapid analysis of high-steep slope stability.
机译:从地质,水文到地理条件的范围,高陡矿山坡的稳定性的影响因素涉及许多难以分析和判断简单方法的不肥化的信息。 基于工程类比,本文分析了通过聚类和不肥化的测量方法对高陡矿山坡的稳定性。 通过动态聚类,各种影响因素的各种影响因素的聚类中心通过动态聚类定位,具有大量历史数据作为训练样本。 在利用不肥大的措施来评估众多不恶意的信息后,提出了一种新的高陡坡矿井稳定性分析方法。 结果表明,该算法可以预测高陡矿山的稳定状态,撞击率高于90%。 总而言之,这项研究揭示了高陡坡稳定性的理性和快速分析。

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