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煤矿深部超大断面硐室群围岩连锁失稳控制研究进展
引用本文:谭云亮,范德源,刘学生,张俊文,宁建国,姚强岭,付小敏.煤矿深部超大断面硐室群围岩连锁失稳控制研究进展[J].煤炭学报,2022(1):180-199.
作者姓名:谭云亮  范德源  刘学生  张俊文  宁建国  姚强岭  付小敏
作者单位:山东科技大学能源与矿业工程学院;中国矿业大学(北京)能源与矿业学院;中国矿业大学矿业工程学院;通用技术集团工程设计有限公司
基金项目:国家重点研发计划资助项目(2018YFC0604703);山东省泰山学者攀登计划资助项目(tspd20210313)。
摘    要:煤矿深部超大断面硐室群因其围岩应力集中程度高、破坏影响范围大,特别是在复杂动载扰动下易发生连锁破坏失稳现象,其安全和稳定已成为制约深部煤炭资源开采的主要瓶颈之一.围绕煤矿深部超大断面硐室群围岩连锁失稳控制开展研究,针对现有煤矿硐室仅以断面尺寸划分的不足,综合硐室失稳临界埋深、断面面积、围岩综合抗压强度和围岩综合完整性系...

关 键 词:深部  超大断面硐室群  等效分类  连锁失稳机理  协同控制  监测预警

Research progress on chain instability control of surrounding rock forsuper-large section chamber group in deep coal mines
TAN Yunliang,FAN Deyuan,LIU Xuesheng,ZHANG Junwen,NING Jianguo,YAO Qiangling,FU Xiaomin.Research progress on chain instability control of surrounding rock forsuper-large section chamber group in deep coal mines[J].Journal of China Coal Society,2022(1):180-199.
Authors:TAN Yunliang  FAN Deyuan  LIU Xuesheng  ZHANG Junwen  NING Jianguo  YAO Qiangling  FU Xiaomin
Affiliation:(College of Energy and Mining Engineering, Shandong University of Science and Technology, Qingdao 266590, China;School of Energy and Mining Engineering, China University of Mining and Technology-Beijing, Beijing 100083, China;School of Mines, China University of Mining and Technology,Xuzhou 221116, China;Engineering Design Co., Ltd.,General Technology Group,Jinan 250031,China)
Abstract:The super-large section chamber group is prone to chain instability due to its high stress concentration and large failure range,especially under complex dynamic disturbance in deep coal mines.Its safety and stability have become one of the main bottlenecks restricting the exploitation of deep coal resources.In this paper,the chain instability control of surrounding rock for super-large section chamber group in deep coal mines is studied.The main results as follows:firstly,a geomechanical equivalent classification method based on the fuzzy comprehensive clustering method is established.The main influencing factors,such as critical buried depth,cross-section,comprehensive compressive strength and integrity coefficient of surrounding rock,are considered.It overcomes the deficiency of traditional division method based on cross-section only,and the effective classification of super-large section chamber is realized in deep coal mines.Secondly,through comprehensive research methods,such as laboratory tests,theoretical analysis and numerical simulation,the creep constitutive relationship considering compactness coefficient is derived,which is suitable for dynamic and static combined loading conditions.The chain instability mechanism and energy criterion of chamber group are established.On this basis,the deformation and failure evolution of surrounding rock under complex stress environment is revealed.Thirdly,a collaborative control mechanism is proposed.High-strength super-plastic energy-absorbing support materials and new supporting equipment such as high strength tension-compression coupling cable have been developed.For long-term stability,the progressive reinforcement technology and its design method are established.Fourthly,a monitoring and early warning platform for long-term deformation and instability has been built based on comprehensive warning threshold.Finally,in the case study at the Xinjulong Coal Mine,China,the maximum convergence rate of chamber section is about 6.2%,and the range of loosing circle is about 1.0-1.5 m of coal gangue separation chamber group.This research effectively ensures the space safety of coal gangue separation system.
Keywords:deep  super-large section chamber group  equivalent classification  chain instability mechanism  collaborative control  monitoring and early warning
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