Rock mass instability early warning model: A case study of a high and steep annular slope mining areas using Sen’s slope trend analysis

IF 7.4 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY Tunnelling and Underground Space Technology Pub Date : 2025-05-01 Epub Date: 2025-02-27 DOI:10.1016/j.tust.2025.106514
Jiachuang Wang, Longjun Dong, Shengyu Ji
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Abstract

As mineral resources continue to be developed, the risk of rock mass instability from deep mining has gradually increased, particularly in high and steep annular slope mining areas, where hazards such as landslides and rock collapses are more prevalent. Consequently, establishing a reliable and early warning model is crucial. This study proposes a multi-index fusion early warning model for rock mass instability based on Sen’s slope trend analysis. First, the microseismic activity patterns and source parameters of a gold mine in northwest China were analyzed. Using a rock mass instability event as a case study, the cumulative Benioff strain, b-value, S-value, energy index, cumulative apparent volume, and Hurst exponent were selected to explore the change patterns of these indicators before the event. Next, the trends of these indicators were analyzed using a sliding time window and Sen’s slope method, and the correlation between the event occurrence (target variable) and indicator values (characteristic variables) was calculated, leading to the development of a rock mass instability warning method and multi-index fusion rock mass instability warning index, the Q-value. Finally, the model generated a visual cloud chart for real-time monitoring of Q-value changes across different areas. By observing the trend of early warning index changes over time or space, potential danger zones can be effectively predicted. Results show that the early warning model based on Sen’s slope trend analysis is highly effective in providing early warnings for rock mass instability in high and steep annular slope mining areas. The proposed warning model offers valuable technical support for mine managers, enabling stratified management strategies and ensuring safe mine operations.
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岩体失稳预警模型:基于Sen斜率趋势分析的高陡环形边坡矿区实例研究
随着矿产资源的不断开发,深部采矿造成岩体不稳定的危险逐渐增加,特别是在高陡的环形边坡矿区,那里的滑坡和岩石崩塌等危险更为普遍。因此,建立可靠的早期预警模型至关重要。提出了一种基于Sen斜率趋势分析的岩体失稳多指标融合预警模型。首先对西北某金矿微震活动模式和震源参数进行了分析。以某岩体失稳事件为例,选取累积贝尼奥夫应变、b值、s值、能量指数、累积视体积和Hurst指数,探讨了这些指标在事件发生前的变化规律。其次,采用滑动时间窗法和Sen’s斜率法分析这些指标的变化趋势,计算事件发生(目标变量)与指标值(特征变量)之间的相关性,从而建立了岩体失稳预警方法和多指标融合的岩体失稳预警指标q值。最后,模型生成可视化云图,实时监测不同区域的q值变化。通过观察预警指标随时间或空间变化的趋势,可以有效预测潜在危险区。结果表明,基于Sen斜率趋势分析的预警模型对高陡环形边坡矿区岩体失稳预警具有较好的效果。该预警模型为矿山管理者提供了有价值的技术支持,实现了分层管理策略,保证了矿山安全生产。
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来源期刊
Tunnelling and Underground Space Technology
Tunnelling and Underground Space Technology 工程技术-工程:土木
CiteScore
11.90
自引率
18.80%
发文量
454
审稿时长
10.8 months
期刊介绍: Tunnelling and Underground Space Technology is an international journal which publishes authoritative articles encompassing the development of innovative uses of underground space and the results of high quality research into improved, more cost-effective techniques for the planning, geo-investigation, design, construction, operation and maintenance of underground and earth-sheltered structures. The journal provides an effective vehicle for the improved worldwide exchange of information on developments in underground technology - and the experience gained from its use - and is strongly committed to publishing papers on the interdisciplinary aspects of creating, planning, and regulating underground space.
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