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冲击地压预测的煤岩变形局部化方法
  • Title

    Study on localization method of coal rock deformation for rock burst prediction

  • 作者

    潘一山宋义敏朱晨利任何许海亮

  • Author

    PAN Yishan,SONG Yimin,ZHU Chenli,REN He,XU Hailiang

  • 单位

    辽宁大学灾害岩体力学研究所北方工业大学土木工程学院东北大学 深部金属矿山安全开采教育部重点实验室

  • Organization
    Institute of Disaster Rock Mechanics,Liaoning University ;School of Civil Engineering,North China University of Technology;Key Laboratory of Ministry of Education on Safe Mining of Deep Metal Mines,Northeastern University,
  • 摘要

    冲击地压预测是冲击地压防治的前提和基础是冲击地压研究中的一个重要内容针对目 前冲击地压前兆和冲击地压孕育过程之间内在的本质联系不清问题从煤岩变形破坏的固有特征 及冲击地压的失稳问题本质出发借鉴经典力学中的能量原理提出了以煤岩变形局部化为前兆的 冲击地压预测方法。 根据虚位移原理和稳定性理论推导并得到了冲击地压发生临界条件和煤岩 变形局部化发生条件分析煤岩变形局部化与冲击地压内在联系。 采用梯度塑性理论通过引入内 部长度参数构建煤岩变形局部化模型分析了变形局部化带宽带的影响因素。 给出了测量内部长 度参数的实验方法对变形破坏向某一区域集中且集中区具有一定尺度的现象进行理论解析。 根 据变形局部化的时空演化特点引入描述变形局部化的空间聚集性梯度显著性和曲率显著性指 标从 时间演化属性和结构演化属性对变形局部化状态进行识别。 对变形局部化预测方法 进行初步的应用研究分别采用实验的声发射数据和现场的微震数据预测煤岩试件破坏区域和煤 矿冲击地压危险区域。 研究表明:煤岩变形局部化开始条件和冲击地压发生的临界条件相同即冲 击地压孕育演化过程和煤岩变形局部化的过程具有一致性;煤岩变形局部化带宽度与材料内部长 度参数和煤岩冲击能指数有关随着材料内部长度增大变形局部化带宽度线性增大随着煤岩冲 击能指数增大变形局部化带宽度非线性减小;根据实验和现场初步应用结果表明空间聚集性梯 度显著性和曲率显著性指标能够描述和追踪变形局部化时空演化特征变形局部化预测冲击地压 危险区域方法具有可行性


  • Abstract

    Rockburst prediction is the premise and foundation of rockburst prevention and control,and is an impor⁃ tant topic in rockburst research. Aiming at the problem that the intrinsic relationship between the precursor and the gestation process of rockburst is unclear,a prediction method of rockburst with the localization of coal and rock deformation as the precursor is put forward. Based on the energy principle of classical mechanics,the method starts from the inherent characteristics of coal and rock deformation and failure and the essence of rockburst instability.According to the principle of virtual displacement and stability theory,the critical conditions of rockburst and the con⁃ ditions of coal and rock deformation failure localization are deduced and obtained,and the internal relationship be⁃ tween coal and rock deformation failure localization and rockburst is analyzed. Based on the gradient plasticity theory,the deformation failure localization model of coal and rock is established by introducing the internal length pa⁃ rameter,and the influence factors of deformation failure localization band are analyzed. Also,the experimental method of measuring the internal length parameter is given,and the phenomenon that the deformation and failure concentrate in a certain area and the concentrated area has a certain scale is theoretically analyzed. According to the temporal and spatial evolution characteristics of deformation failure localization,the spatial aggregation,gradient saliency and curva⁃ ture saliency indexes are introduced,and the deformation failure localization state is identified from the attributes of “time evolution” and “structure evolution”. The preliminary application of deformation failure localization predic⁃ tion method is studied,and the experimental acoustic emission data and field microseismic data are respectively used to predict the damaged area of coal and rock specimen and the dangerous area of coal mine rockburst. The study shows that the starting condition of coal and rock deformation failure localization is the same as the critical condition of rockburst,that is,the gestation and evolution process of rockburst is consistent with that of coal and rock deformation failure localization. The width of deformation failure localization zone is related to the internal length parameters of the material and the impact energy index of the coal. With the increase of the internal length of the material,the width of deformation localization zone increases linearly, and with the increase of the impact energy index of the coal,the width of deformation failure localization zone decreases nonlinearly. According to the experimental and field preliminary application results,it shows that the spatial aggregation,gradient saliency and curvature saliency inde⁃ xes can describe and track the temporal and spatial evolution characteristics of deformation failure localization, and the method of deformation failure localization to predict the dangerous area of rockburst is feasible.

  • 关键词

    冲击地压预测预报变形局部化空间聚集性空间尺度显著性

  • KeyWords

    rockburst;prediction and forecasting;deformation failure localization;spatial aggregation;spatial scale sig⁃ nificance

  • 文章目录

    1 煤岩变形局部化预测冲击地压基本原理

       1.1 冲击地压发生临界条件

       1.2 煤岩变形局部化发生条件

    2 煤岩变形局部化解析分析

       2.1 煤岩塑性变形的非局部性

       2.2 煤岩变形局部化的应变梯度模型

       2.3 煤岩变形局部化区域带宽的解析解

    3 煤岩变形局部化室内试验研究

    4 煤岩变形局部化监测关键指标

       4.1 监测数据空间聚集性指标

       4.2 监测数据空间尺度显著性指标

       4.3 监测指标与变形局部化关系

    5 实验室和现场冲击地压的预测

       5.1 变形局部化预测试件破坏区域

       5.2 变形局部化预测冲击地压危险区域

    6 结论

  • 引用格式
    潘一山,宋义敏,朱晨利,等.冲击地压预测的煤岩变形局部化方法[J].煤炭学报,2023,48(1):185-198.
    PAN Yishan,SONG Yimin,ZHU Chenli,et al.Study on localization method of coal rock deformation for rock burst prediction[J].Journal of China Coal Society,2023,48(1):185-198.
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