A new method for multi-dimensional impact risk quantization and pressure-relief evaluation of deep rockburst mines based on FCM-EWM

IF 7.4 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY Tunnelling and Underground Space Technology Pub Date : 2025-07-01 Epub Date: 2025-04-03 DOI:10.1016/j.tust.2025.106609
Bingbing Yu , Renshu Yang , Jinjing Zuo , Yanbing Wang
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Abstract

The implementation of roof pressure-relief systems has been imperative for ensuring the safety of mining operations in deep rockburst mines. However, the integration of impact risk analysis and pressure-relief effect evaluation of overlying strata remains a significant challenge. Drawing upon the research background of large energy events and strong impact threat in the Xinjulong coal mine, this study proposes a novel methodology for quantifying impact risk and evaluating pressure-relief effects. The proposed approach integrates the empowerment and vulnerability index method, offering a novel and comprehensive approach to risk assessment. The specific conclusions of the study are as follows: The blasting pressure relief work has a “buffer energy release effect” on the impact load generated by the migration of thick-hard roof. The upper pressure is transferred to the goaf, and the energy field of the working face and the roof remains stable. The outcomes of the ISM model are consistent with the internal fracture mechanism of the roof rock mass, which encompasses generation, transmission and transformation of energy throughout the entire monitoring process of “energy−stress−displacement−working resistance−drilling cuttings”. The weight of microseismic monitoring (energy, frequency and spatial aggregation characteristics) accounts for 52.2%, and the source of impact risk remains the primary focus of evaluation. The vulnerability index method predicts two potential places with strong bursting liability in stage Ⅱ, carries out enhanced-hole blasting and coal seam drilling operations, which effectively prevents further expansion of damage area and damage range. This method represents a novel approach to the application of multi-dimensional data fusion in pressure-relief engineering, and offers significant guidance for the analysis of rockburst disasters and pressure-relief evaluation.
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基于FCM-EWM的深部岩爆矿山冲击风险多维量化与卸压评价新方法
实施顶板卸压系统是保证深部岩爆矿山开采安全的必要条件。然而,将冲击风险分析与上覆岩层卸压效果评价相结合仍然是一个重大挑战。结合新柱龙煤矿大能量事件、强冲击威胁的研究背景,提出了一种新的冲击风险量化和降压效果评价方法。该方法将赋权法和脆弱性指数法相结合,为风险评估提供了一种新颖、全面的方法。研究的具体结论如下:爆破卸压工作对厚硬顶板迁移产生的冲击载荷具有“缓冲能量释放效应”。上部压力传递给采空区,工作面和顶板能量场保持稳定。ISM模型的结果与顶板岩体内部断裂机制一致,该机制包括“能量-应力-位移-工作阻力-钻屑”整个监测过程中能量的产生、传递和转化。微震监测权重(能量、频率和空间聚集特征)占52.2%,影响风险源仍然是评价的主要焦点。利用易损性指数法预测Ⅱ阶段两个冲击倾向性较强的潜在地点,进行强化孔爆破和煤层钻孔作业,有效地防止了破坏区域和破坏范围的进一步扩大。该方法代表了多维数据融合应用于泄压工程的新途径,对岩爆灾害分析和泄压评价具有重要指导意义。
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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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