首页|期刊导航|宿州学院学报|龙桥铁矿地下深部采场岩爆倾向性预测评价与防治

龙桥铁矿地下深部采场岩爆倾向性预测评价与防治OA

Prediction,Evaluation and Prevention of Rockburst Propensity in Deep Mining Area of Longqiao Iron Mine

中文摘要英文摘要

为评估龙桥铁矿深部采场矿岩的岩爆倾向性,采集该矿深部代表性岩样开展室内力学试验,获取相应的力学参数与应力-应变曲线.本研究基于岩石脆性指数判据、谷-陶岩爆判据和线弹性能判据进行综合分析,并针对深部开采提出了岩爆防治建议.分析结果表明,除线弹性能判据中砂岩区域段表现为具有中等岩爆倾向外,其余结果均表明龙桥矿业开采至-490 m 中段,深部岩体整体表现为无岩爆倾向或弱岩爆倾向性,深部岩体整体区域稳定性较好.因此,龙桥铁矿深部采场现阶段可采用锚网喷浆支护进行整体控制,并在砂岩区段强化监测预警并实施闭环动态防控,以实现岩爆风险的有效管控与安全开采.

To evaluate the rockburst proneness of the surrounding rock in the deep stopes of Longqiao Iron Mine,representative rock samples collected from the deep mining area were subjected to laboratory mechanical tests to ob-tain the corresponding mechanical parameters and stress-strain curves.Based on the rock brittleness index criterion,the Gu-Tao rockburst criterion,and the linear elastic energy criterion,a comprehensive analysis was conducted,and corresponding rockburst prevention and control recommendations were proposed for deep mining operations.The re-sults indicate that,except for the linear elastic energy criterion which shows moderate rockburst proneness in sand-stone sections,all other criteria demonstrate that when mining reaches the-490 m level,the deep rock mass of Longqiao Iron Mine exhibits either no or weak rockburst proneness,with favorable regional stability.Therefore,for the deep stopes of Longqiao Iron Mine,bolting-mesh-shotcrete support can be adopted at the current stage for overall ground control,while monitoring and early warning should be strengthened in sandstone sections to implement a closed-loop dynamic risk management system,thereby achieving effective control of rockburst risks and ensuring safe and efficient deep mining.

杨凯旋;臧春娟;吴亿豪;杨海峰

宿州学院资源与土木工程学院,安徽 宿州,234000||安徽庐江龙桥矿业股份有限公司,安徽 合肥,231500宿州学院资源与土木工程学院,安徽 宿州,234000安徽庐江龙桥矿业股份有限公司,安徽 合肥,231500安徽庐江龙桥矿业股份有限公司,安徽 合肥,231500

矿业与冶金

龙桥铁矿深部开采岩爆倾向性岩爆防治

Longqiao Iron Minedeep miningrockburst propensityrockburst prevention

《宿州学院学报》 2026 (3)

31-36,45,7

国家自然科学基金面上项目(42073059).

10.3969/j.issn.1673-2006.2026.03.006

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