基于波动量化评估指标体系的露天石灰岩矿山边坡稳定性研究OA
Research on Slope Stability of Open-pit Limestone Mines Based on a Volatility Quantification Evaluation Index System
本文以鄂东典型露天石灰岩矿山边坡为研究对象,将波动量化分析引入边坡稳定性动态评价,构建"量维类标准差(SD)+形维类转角(RA)"的波动量化评估指标体系,从数值离散与几何形态双维度精准刻画边坡位移波动特征,基于北斗 GNSS 位移时序监测数据,系统开展边坡位移波动特征提取、关键影响因素识别.基于波动量化评估指标体系分析降水等自然因素和矿山爆破等人为因素等动态影响对于石灰岩露天矿山边坡位移波动的影响,探究其波动特征,可为露天石灰岩矿山边坡稳定性研究提供新的思路和方法,具有一定理论与应用价值.
This paper takes the typical open-pit limestone mine slope in eastern Hubei as the research object,introduces fluctuation quantification analysis into the dynamic evaluation of slope stability,constructs a fluctuation quantification evaluation index system of"quantity dimension standard deviation(SD)+shape dimension rotation angle(RA)",accurately depicts the slope displacement fluctuation characteristics from the dual dimensions of numerical discretization and geometric morphology,and systematically extracts the slope displacement fluctuation characteristics and identifies key influencing factors based on Beidou GNSS displacement time series monitoring data.Based on the fluctuation quantification evaluation index system,this paper analyzes the dynamic impacts of natural factors such as precipitation and human factors such as mine blasting on the displacement fluctuation of limestone open-pit mine slopes,explores their fluctuation characteristics,and provides new ideas and methods for the study of slope stability in open-pit limestone mines,which has certain theoretical and practical value.
龚志勇;杨洋;郭学泽;王现勋
长江大学资源与环境学院,湖北 武汉 430100||中国建筑材料工业地质勘查中心湖北总队,湖北 武汉 430030||湖北非金属地质公司,湖北 武汉 430030||武汉建材地质工程勘察院有限公司,湖北 武汉 430030长江大学资源与环境学院,湖北 武汉 430100武汉建材地质工程勘察院有限公司,湖北 武汉 430030长江大学资源与环境学院,湖北 武汉 430100
矿业与冶金
波动量化评估指标体系量维类形维类石灰岩矿边坡稳定性
Volatility quantification evaluation index systemquantity dimension categoryshape dimension categorylimestone mineslope stability
《中国非金属矿工业导刊》 2026 (2)
106-113,8
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