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金属矿山 ›› 2025, Vol. 55 ›› Issue (8): 184-192.

• 安全与环保 • 上一篇    下一篇

采动围岩能量系统协同演化与韧性调控减冲评估体系构建研究 

张  帅1,2   来兴平1,2   曹建涛1,2   辛  畅1   张  文1    

  1. 1. 西安科技大学能源与矿业工程学院,陕西 西安 710054;2. 教育部西部矿井开采及灾害防治重点实验室,陕西 西安 710054
  • 出版日期:2025-09-15 发布日期:2025-09-16
  • 通讯作者: 来兴平(1971—),男,教授,博士研究生导师。
  • 作者简介:张  帅(1993—),男,讲师,博士后。
  • 基金资助:
    陕西省博士后科研项目(编号:2023BSHEDZZ313);陕西省教育厅专项科研计划项目(编号:24JK0545)。 

Study on Co-evolution of Energy System of Mining Surrounding Rock and Construction of Impact Reduction Evaluation System for Toughness Regulation 

ZHANG Shuai 1,2   LAI Xingping 1,2   CAO Jiantao 1,2   XIN Chang 1   ZHANG Wen 1    

  1. 1. College of Energy and Mining Engineering,Xi′an University of Science and Technology,Xi′an 710054,China; 2. Key Laboratory of Western Mines and Hazard Prevention of China Ministry of Education,Xi′an 710054,China
  • Online:2025-09-15 Published:2025-09-16

摘要: 目前以能量转换为理论基础的冲击地压形成机理被众多学者所广泛接受。 通过研究不同改性调控措 施能量演化全过程响应规律,可为针对性研究调控减冲机理,进而提出适配调控方法提供有效途径。 首先构建室内 试验与现场围岩跨尺度关联全过程能量演化理论基础。 其次,结合现场常用的注水软化与钻孔卸压防治方法,遵循 工程简化逻辑并过渡到实验室层面,揭示调控联动响应机制。 最后,考虑煤岩自身能量演化规律与能量调控系统的 协同性,引入韧性理念建立能量调控减冲新方法,并结合案例分析。 研究结果表明:① 承载试样应力应变曲线与能量 演化曲线具有显著共性特征,均经历了初始压实、弹性变形、塑性变形、屈服破坏和破坏后期 5 个阶段;且注水卸压和 钻孔卸压均能显著影响试样力学参数,自然状态和饱水状态试样相较于完全干燥状态试样,注水平均峰值强度分别 降低 28. 7%和 34. 4%,平均峰值应变分别降低了 21. 5%和 19. 0%;小孔径和大孔径试样相较于自然完整状态试样,钻 孔平均峰值强度分别降低 13. 1%和 24. 8%,平均峰值应变分别减小了 5. 0%和增大了 226. 1%。 ② 采动围岩能量系统 可视为以荷载(应力)与结构(应变)为协同变量的整体系统,其在采动过程中的演化遵循能量守恒规律,深部煤岩体 失稳灾变实质上是系统能量演化失衡的结果。 ③ 明确了冲击地压灾变过程的阶段性特征,并针对不同调控措施的能 量响应差异,提出了自适应能量调控策略。 构建的“四因素”能量调控评估模型和韧性调控体系,可有效实现围岩能 量的可控转化,为韧性型冲击地压防治工程提供理论依据与技术支撑。 

关键词: 采动围岩  能量系统  协同演化  韧性调控  减灾评估 

Abstract: At present,the formation mechanism of rock burst based on the theory of energy conversion is widely accepted by many scholars. By studying the response law of the whole process of energy evolution of different modification control measures,it can provide an effective way for targeted research on the mechanism of regulation and control,and then put forward the adaptive control method. Firstly,the theoretical basis of energy evolution in the whole process of cross-scale correlation between indoor test and field surrounding rock is constructed. Secondly,combined with the commonly used water injection softening and drilling pressure relief prevention methods,following the simplified logic of the project and transitioning to the laboratory level, the regulation linkage response mechanism is revealed. Finally,considering the synergy between the energy evolution law of coal rock and the energy regulation system,the concept of toughness is introduced to establish a new method of energy regulation and reduction,and combined with case analysis. The results show that:① The stress-strain curve and energy evolution curve of the bearing specimen have significant common characteristics,which have experienced five stages:initial compaction,elastic deformation,plastic deformation,yield failure and late failure. Both water injection pressure relief and drilling pressure relief can significantly affect the mechanical parameters of the samples. Compared with the completely dry samples,the average peak strength of the natural and saturated samples decreased by 28. 7% and 34. 4%,respectively. The average peak strain decreased by 21. 5% and 19. 0%,respectively. Compared with the natural intact sample,the average peak strength of the small aperture and large aperture samples decreased by 13. 1% and 24. 8%,respectively,and the average peak strain decreased by 5. 0% and increased by 226. 1%,respectively. ② The energy system of mining surrounding rock can be regarded as a whole system with load (stress) and structure (strain) as synergistic variables,and its evolution in the mining process follows the law of energy conservation. The instability and catastrophe of deep coal and rock mass is essentially the result of the imbalance of system energy evolution. ③ The stage characteristics of the rock burst disaster process are clarified,and an adaptive energy control strategy is proposed for the energy response differences of different control measures. The ′four-factor′ energy regulation evaluation model and toughness regulation system can effectively realize the controllable transformation of surrounding rock energy,and provide theoretical basis and technical support for the prevention and control project of ductile rock burst. 

Key words: mining coal rock,energy system,co-evolution,toughness control,disaster reduction assessment 

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