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As mining depths increase, the synergistic effect of high in-situ stress and complex geological environments leads to frequent rock burst incidents. However, there is carrently a lack of comprehensive evaluation methods for the rock burst proneness of deep rock masses that accounts for multi-factor influences. Based on rock mechanics parameter tests conducted at an iron mine in the Xinjiang Uygur Autonomous Region, the rock burst proneness of the rock mass in the -450 m to -600 m level was evaluated using four indicators: the strength brittleness coefficient, the improved brittleness index, the maximum storage elastic strain energy, and the strain energy index. The results indicate significant dispersion among the evaluation results obtained by using different single indicators, rendering it difficult to accurately determine the actual rock burst proneness relying solely on an individual metric. Consequently, a comprehensive evaluation model for rock burst proneness was established by integrating the fuzzy mathematics method and the entropy weight method. A comprehensive assessment of the sandstone rock burst proneness in the -450 m to -600 m level of the mine was performed, revealing a moderate rock burst proneness across all cases. On-site investigations demonstrate that the evaluation results generated by the multi-indicator comprehensive evaluation method based on fuzzy mathematics align closely with the actual in-situ damage conditions, facilitating an accurate assessment of the rock burst proneness grade. These findings provide a rock bust theoretical basis and technical support for safe mine production and rock burst mitigation.

, authors=Xianglin REN1, Fayue CAO2, Shuo WANG1, Gengqiang WEI1, Shida XU1, authorsList=Xianglin REN, Fayue CAO, Shuo WANG, Gengqiang WEI, Shida XU, authorCompany=null, correspAuthors=Shida XU, 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=1322559925243458381, articleId=1322559924832416587, tenantId=1146029695717560320, journalId=1225396423026438145, language=CN, title=基于模糊数学法的深部砂岩岩爆倾向性评价, 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=

随着矿山开采深度增加,高地应力和复杂地质环境的共同作用导致岩爆灾害事故频发,但目前缺乏考虑多因素影响的深部矿岩岩爆倾向性综合评价方法。基于新疆某铁矿矿岩岩石力学参数测试,分别采用强度脆性系数、改进脆性指数、最大储存弹性应变能和应变能指数4种指标对-450~-600 m中段矿岩的岩爆倾向性进行评价,发现基于不同的单个指标得到的评价结果离散性较大,仅凭单一指标难以准确判定实际岩爆倾向性。在此基础上,构建了基于模糊数学法与熵权法相结合的的岩爆倾向性综合评价模型,对该矿-450~-600 m各中段的砂岩岩爆倾向性进行综合评判,岩爆倾向性均为中等岩爆倾向。现场实地勘察结果显示,基于模糊数学法的多指标岩爆倾向性综合评价方法得到的评价结果与现场破坏情况一致,能够准确评价岩爆倾向性等级。研究成果可为矿山安全生产和岩爆防治提供理论依据与技术支持。

, authors=任湘霖1, 曹发跃2, 王硕1, 魏更强1, 徐世达1, authorsList=任湘霖, 曹发跃, 王硕, 魏更强, 徐世达, authorCompany=null, correspAuthors=徐世达, authorNote=

任湘霖(2001—),男,吉林长春人,硕士研究生,主要从事地压监测方面的研究工作。E-mail:

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徐世达(1987—),男,山东济宁人,博士,副教授,博士生导师,主要从事爆破振动控制理论与技术等方面的研究工作。E-mail:
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任湘霖(2001—),男,吉林长春人,硕士研究生,主要从事地压监测方面的研究工作。E-mail:

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任湘霖(2001—),男,吉林长春人,硕士研究生,主要从事地压监测方面的研究工作。E-mail:

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基于模糊数学法的深部砂岩岩爆倾向性评价
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任湘霖 1 , 曹发跃 2 , 王硕 1 , 魏更强 1 , 徐世达 1
矿业研究与开发 | 深部、深海矿产资源勘探与开发 2026,46(3): 29-36
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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 (3) : 29 -36
基于模糊数学法的深部砂岩岩爆倾向性评价
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任湘霖1 , 曹发跃2, 王硕1, 魏更强1, 徐世达1
作者信息
  • 1.东北大学 深部金属矿智能开采与装备全国重点实验室,辽宁 沈阳 110819
  • 2.紫金矿业集团股份有限公司,福建 上杭县 364200
通讯作者:
徐世达(1987—),男,山东济宁人,博士,副教授,博士生导师,主要从事爆破振动控制理论与技术等方面的研究工作。E-mail:
作者简介:

任湘霖(2001—),男,吉林长春人,硕士研究生,主要从事地压监测方面的研究工作。E-mail:

Evaluation of Rock Burst Proneness of Deep Sandstone Based on Fuzzy Mathematics Method
Xianglin REN1 , Fayue CAO2, Shuo WANG1, Gengqiang WEI1, Shida XU1
Affiliations
  • 1.National Key Laboratory of Intelligent Mining and Equipment for Deep Metal Mines, Northeastern University, Shenyang, Liaoning 110819, China
  • 2.Zijin Mining Group Co., Ltd., Shanghang, Fujian 364200, China
出版时间: 2026-03-25
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随着矿山开采深度增加,高地应力和复杂地质环境的共同作用导致岩爆灾害事故频发,但目前缺乏考虑多因素影响的深部矿岩岩爆倾向性综合评价方法。基于新疆某铁矿矿岩岩石力学参数测试,分别采用强度脆性系数、改进脆性指数、最大储存弹性应变能和应变能指数4种指标对-450~-600 m中段矿岩的岩爆倾向性进行评价,发现基于不同的单个指标得到的评价结果离散性较大,仅凭单一指标难以准确判定实际岩爆倾向性。在此基础上,构建了基于模糊数学法与熵权法相结合的的岩爆倾向性综合评价模型,对该矿-450~-600 m各中段的砂岩岩爆倾向性进行综合评判,岩爆倾向性均为中等岩爆倾向。现场实地勘察结果显示,基于模糊数学法的多指标岩爆倾向性综合评价方法得到的评价结果与现场破坏情况一致,能够准确评价岩爆倾向性等级。研究成果可为矿山安全生产和岩爆防治提供理论依据与技术支持。

岩爆倾向性  /  埋藏深度  /  模糊数学  /  硬岩开采  /  砂岩

As mining depths increase, the synergistic effect of high in-situ stress and complex geological environments leads to frequent rock burst incidents. However, there is carrently a lack of comprehensive evaluation methods for the rock burst proneness of deep rock masses that accounts for multi-factor influences. Based on rock mechanics parameter tests conducted at an iron mine in the Xinjiang Uygur Autonomous Region, the rock burst proneness of the rock mass in the -450 m to -600 m level was evaluated using four indicators: the strength brittleness coefficient, the improved brittleness index, the maximum storage elastic strain energy, and the strain energy index. The results indicate significant dispersion among the evaluation results obtained by using different single indicators, rendering it difficult to accurately determine the actual rock burst proneness relying solely on an individual metric. Consequently, a comprehensive evaluation model for rock burst proneness was established by integrating the fuzzy mathematics method and the entropy weight method. A comprehensive assessment of the sandstone rock burst proneness in the -450 m to -600 m level of the mine was performed, revealing a moderate rock burst proneness across all cases. On-site investigations demonstrate that the evaluation results generated by the multi-indicator comprehensive evaluation method based on fuzzy mathematics align closely with the actual in-situ damage conditions, facilitating an accurate assessment of the rock burst proneness grade. These findings provide a rock bust theoretical basis and technical support for safe mine production and rock burst mitigation.

Rock burst proneness  /  Burial depth  /  Fuzzy mathematics  /  Hard rock mining  /  Sandstone
任湘霖, 曹发跃, 王硕, 魏更强, 徐世达. 基于模糊数学法的深部砂岩岩爆倾向性评价. 矿业研究与开发, 2026 , 46 (3) : 29 -36 .
Xianglin REN, Fayue CAO, Shuo WANG, Gengqiang WEI, Shida XU. Evaluation of Rock Burst Proneness of Deep Sandstone Based on Fuzzy Mathematics Method[J]. Mining Research and Development, 2026 , 46 (3) : 29 -36 .
  • 国家自然科学基金项目(62276058)
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2026年第46卷第3期
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  • 接收时间:2025-03-28
  • 首发时间:2026-10-29
  • 出版时间:2026-03-25
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  • 收稿日期:2025-03-28
基金
国家自然科学基金项目(62276058)
作者信息
    1.东北大学 深部金属矿智能开采与装备全国重点实验室,辽宁 沈阳 110819
    2.紫金矿业集团股份有限公司,福建 上杭县 364200

通讯作者:

徐世达(1987—),男,山东济宁人,博士,副教授,博士生导师,主要从事爆破振动控制理论与技术等方面的研究工作。E-mail:
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2种不同金属材料的力学参数
科
Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)
属
Genus
种数
Number of
species
占总种数比例
Percentage of total
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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