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Deep underground metal mines are subjected to the long-term superimposed effects of high in-situ stress and cyclic blast-induced dynamic disturbance, making the surrounding rock prone to stress concentration, cumulative roof settlement, and intensified vibration response, which threaten stope stability and production safety. Existing mining parameter designs mostly rely on engineering experience and struggle to balance stope stability and production efficiency. To address this issue, a dynamic and static coupling optimization method for mining parameters was proposed to synergistically regulate factors such as stope span, pillar width, filling height, and explosive consumption. Dynamic response simulations based on a three-dimensional numerical model and field comparative verification were carried out. The results show that after the coordinated parameter optimization, the peak particle velocity (PPV) at a near-field distance of 10 m decreases from 31.3 cm/s to 14.5 cm/s, and the peak displacement of the bottom structure reduces from -0.64 cm to -0.18 cm. Within 24 hours after blasting, the mid-roof settlement droppes from 9.8 mm to 4.1 mm, and the height of the plastic zone extension in the roof decreases from 8.6 m to 5.1 m. These results demonstrate that the proposed parameter optimization method can effectively mitigate the effects of blast-induced disturbance, improve the stress state of the surrounding rock, and enhance stope structural stability, providing reliable optimization ideas and technical support for safe and efficient mining in deep mines.

, authors=Xinwei Shi, authorsList=Xinwei Shi, authorCompany=null, correspAuthors=null, authorNote=null, correspAuthorsNote=null, copyrightStatement=null, copyrightOwner=null, extLink=null, articleAbsUrl=null, sourceXml=null, magXml=null, pdfUrl=null, pdf=null, pdfFileSize=null, pdfExtLink=null, richHtmlUrl=null, mobilePdfUrl=null, reviewReport=null, pdfFirstPage=null, abstractGraph=null, abstractGraphContent=null, abstractVideo=null, citation=null, cebUrl=null, magXmlContent=null, mapNumber=null, fund=null), CN=ArticleExt(id=1321895025923969411, articleId=1321895025299018113, tenantId=1146029695717560320, journalId=1225396423026438145, language=CN, title=面向爆破动力扰动的深部地下金属矿采掘参数动静力耦合优化研究, columnId=1226462294582936453, journalTitle=矿业研究与开发, columnName=深部、深海矿产资源勘探与开发, runingTitle=null, highlight=null, articleAbstract=

深部地下金属矿山受高地应力与循环爆破动力扰动的长期叠加作用,围岩易出现应力集中、顶板沉降累积与振动响应加剧等问题,威胁采场稳定与生产安全。现有采掘参数设计多依赖工程经验,难以兼顾采场稳定性与生产效率。为此,提出一种采掘参数动静力耦合优化方法,对采场跨度、矿柱宽度、充填高度及炸药单耗等因素进行协同调控,并基于三维数值模型开展动力响应模拟与现场对比验证。结果表明,经参数协同优化后,近场10 m处质点峰值振动速度由31.3 cm/s降至14.5 cm/s,底部结构峰值位移由-0.64 cm缩小至-0.18 cm;爆后24 h中部顶板沉降由9.8 mm降至4.1 mm,顶板塑性区扩展高度由8.6 m缩减至5.1 m。上述结果表明,该参数优化方法能够有效削弱爆破扰动影响,改善围岩受力状态,提升采场结构稳定性,可为深部矿山安全高效开采提供可靠的参数优化思路与技术支撑。

, authors=师鑫伟, authorsList=师鑫伟, authorCompany=null, correspAuthors=null, authorNote=

师鑫伟(1993—),男,河南鹤壁人,讲师,主要从事矿山地质力学研究。E-mail:

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师鑫伟(1993—),男,河南鹤壁人,讲师,主要从事矿山地质力学研究。E-mail:

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师鑫伟(1993—),男,河南鹤壁人,讲师,主要从事矿山地质力学研究。E-mail:

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面向爆破动力扰动的深部地下金属矿采掘参数动静力耦合优化研究
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矿业研究与开发 | 深部、深海矿产资源勘探与开发 2026,46(8): 30-39
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矿业研究与开发 |深部、深海矿产资源勘探与开发 2026 , 46 (8) : 30 -39
面向爆破动力扰动的深部地下金属矿采掘参数动静力耦合优化研究
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师鑫伟(1993—),男,河南鹤壁人,讲师,主要从事矿山地质力学研究。E-mail:

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师鑫伟(1993—),男,河南鹤壁人,讲师,主要从事矿山地质力学研究。E-mail:

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师鑫伟
作者信息
  • 鹤壁能源化工职业学院,河南 鹤壁市 458030
作者简介:

师鑫伟(1993—),男,河南鹤壁人,讲师,主要从事矿山地质力学研究。E-mail:

Study on Dynamic and Static Coupling Optimization of Mining Parameters for Deep Underground Metal Mines Under Blast-Induced Dynamic Disturbance
Xinwei Shi
Affiliations
  • Hebi Vocational College of Energy and Chemistry, Hebi, Henan 458030, China
出版时间: 2026-08-25
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深部地下金属矿山受高地应力与循环爆破动力扰动的长期叠加作用,围岩易出现应力集中、顶板沉降累积与振动响应加剧等问题,威胁采场稳定与生产安全。现有采掘参数设计多依赖工程经验,难以兼顾采场稳定性与生产效率。为此,提出一种采掘参数动静力耦合优化方法,对采场跨度、矿柱宽度、充填高度及炸药单耗等因素进行协同调控,并基于三维数值模型开展动力响应模拟与现场对比验证。结果表明,经参数协同优化后,近场10 m处质点峰值振动速度由31.3 cm/s降至14.5 cm/s,底部结构峰值位移由-0.64 cm缩小至-0.18 cm;爆后24 h中部顶板沉降由9.8 mm降至4.1 mm,顶板塑性区扩展高度由8.6 m缩减至5.1 m。上述结果表明,该参数优化方法能够有效削弱爆破扰动影响,改善围岩受力状态,提升采场结构稳定性,可为深部矿山安全高效开采提供可靠的参数优化思路与技术支撑。

爆破动力扰动  /  深部金属矿开采  /  动静力分析  /  采掘参数优化

Deep underground metal mines are subjected to the long-term superimposed effects of high in-situ stress and cyclic blast-induced dynamic disturbance, making the surrounding rock prone to stress concentration, cumulative roof settlement, and intensified vibration response, which threaten stope stability and production safety. Existing mining parameter designs mostly rely on engineering experience and struggle to balance stope stability and production efficiency. To address this issue, a dynamic and static coupling optimization method for mining parameters was proposed to synergistically regulate factors such as stope span, pillar width, filling height, and explosive consumption. Dynamic response simulations based on a three-dimensional numerical model and field comparative verification were carried out. The results show that after the coordinated parameter optimization, the peak particle velocity (PPV) at a near-field distance of 10 m decreases from 31.3 cm/s to 14.5 cm/s, and the peak displacement of the bottom structure reduces from -0.64 cm to -0.18 cm. Within 24 hours after blasting, the mid-roof settlement droppes from 9.8 mm to 4.1 mm, and the height of the plastic zone extension in the roof decreases from 8.6 m to 5.1 m. These results demonstrate that the proposed parameter optimization method can effectively mitigate the effects of blast-induced disturbance, improve the stress state of the surrounding rock, and enhance stope structural stability, providing reliable optimization ideas and technical support for safe and efficient mining in deep mines.

Blast-induced dynamic disturbance  /  Deep metal mining  /  Dynamic and static analysis  /  Mining parameter optimization
师鑫伟. 面向爆破动力扰动的深部地下金属矿采掘参数动静力耦合优化研究. 矿业研究与开发, 2026 , 46 (8) : 30 -39 .
Xinwei Shi. Study on Dynamic and Static Coupling Optimization of Mining Parameters for Deep Underground Metal Mines Under Blast-Induced Dynamic Disturbance[J]. Mining Research and Development, 2026 , 46 (8) : 30 -39 .
  • 河南省重点科技攻关项目(152102210278)
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  • 接收时间:2026-02-03
  • 首发时间:2026-10-27
  • 出版时间:2026-08-25
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  • 收稿日期:2026-02-03
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河南省重点科技攻关项目(152102210278)
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    鹤壁能源化工职业学院,河南 鹤壁市 458030
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2种不同金属材料的力学参数
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属
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种数
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species
占总种数比例
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species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
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