巷道围岩稳定性及蝶形破坏理论内涵探讨——对《对〈巷道蝶形破坏理论及其应用前景〉一文的讨论》的回应
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摘要
针对读者对《中国矿业大学学报》2018年第5期《巷道蝶形破坏理论及其应用前景》一文的质疑,分析讨论了巷道围岩稳定性及蝶形破坏理论内涵,表明静水压力下巷道围岩无塑性区或者较小塑性区符合基本认知;同时指出蝶形破坏形态是地下工程孔洞围岩中的一种客观存在,巷道蝶形破坏理论创新性不是创造了蝶形破坏或蝶形破坏的名称,而是率先迈入蝶形破坏特性规律研究的新领域(包含均质围岩条件的一般规律和非均质条件的特殊规律),并将蝶形破坏特性研究成果引入解决工程问题,将地下工程多种类型灾害伴随的物理现象统一到蝶形破坏理论框架中来.巷道蝶形破坏理论及应用的许多工作都是开创性的,因此非常欢迎对此展开质疑和讨论,无论是证真或证伪,对于科学进步都是有益的.
In view of readers' queries about the article "A butterfly failure theory of the rock mass around roadway and its application prospect" published in this journal 2018(5), the stability of roadway surrounding rock and the theoretical connotation of butterfly failure were analyzed and discussed. The non-plastic zone or smaller plastic zone of roadway surrounding rock under hydrostatic pressure conforms to the basic cognition. Butterfly failure mode is an objective existence in the surrounding rock of underground engineering holes. The innovation of butterfly failure theory was not to create the butterfly failure or its name, but to take the lead in the new field of research on the characteristics of butterfly failure(including the general laws under the homogeneous conditions and special laws under the heterogeneous conditions). Furthermore, the research results of butterfly failure characteristics were introduced to solve engineering problems, and the physical phenomena associated with various types of disasters in underground engineering were unified into the theoretical framework of butterfly failure. Theory and application of butterfly failure in roadway are original and fundamental, so it is very welcome to question and discuss them. Whether it is verification or falsification, it is beneficial to scientific progress.
In view of readers' queries about the article "A butterfly failure theory of the rock mass around roadway and its application prospect" published in this journal 2018(5), the stability of roadway surrounding rock and the theoretical connotation of butterfly failure were analyzed and discussed. The non-plastic zone or smaller plastic zone of roadway surrounding rock under hydrostatic pressure conforms to the basic cognition. Butterfly failure mode is an objective existence in the surrounding rock of underground engineering holes. The innovation of butterfly failure theory was not to create the butterfly failure or its name, but to take the lead in the new field of research on the characteristics of butterfly failure(including the general laws under the homogeneous conditions and special laws under the heterogeneous conditions). Furthermore, the research results of butterfly failure characteristics were introduced to solve engineering problems, and the physical phenomena associated with various types of disasters in underground engineering were unified into the theoretical framework of butterfly failure. Theory and application of butterfly failure in roadway are original and fundamental, so it is very welcome to question and discuss them. Whether it is verification or falsification, it is beneficial to scientific progress.
引文
[1] 赵志强,马念杰,刘洪涛,等.巷道蝶形破坏理论及其应用前景[J].中国矿业大学学报,2018,47(5):969-978ZHAO Zhiqiang,MA Nianjie,LIU Hongtao,et al.A butterfly failure theory of the rock mass around roadway and its application prospect[J].Journal of China University of Mining & Technology,2018,47(5):969-978.
[2] 赵志强.大变形回采巷道围岩变形破坏机理与控制方法研究[D].北京:中国矿业大学(北京),2014:24-55.ZHAO Zhiqiang.Study on mechanism and control method of deformation and failure of surrounding rock in large deformation mining roadway[D].Beijing:China University of Mining and Technology(Beijing),2014:24-55.
[3] 徐芝纶.弹性力学:第4版[M].北京:高等教育出版社,2006:2.XU Zhilun.Elasticity:Fourth edition[M].Beijing:Higher Education Press,2006:2.
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[5] 于学馥,郑颖人,刘怀恒,等.地下工程围岩稳定分析[M].北京:煤炭工业出版社,1983:161-169.YU Xuefu,ZHENG Yingren,LIU Huaiheng,et al.Stability analysis of surrounding rock in underground engineering[M].Beijing:China Coal Industry Publishing House,1983:161-169.
[6] 马念杰,李季,赵志强.圆形巷道围岩偏应力场及塑性区分布规律研究[J].中国矿业大学学报,2015,44(2):206-213.MA Nianjie,LI Ji,ZHAO Zhiqiang.Distribution of the deviatoric stress field and plastic zone in circular roadway surrounding rock[J].Journal of China University of Mining & Technology,2015,44(2):206-213.
[7] 郭晓菲,马念杰,赵希栋,等.圆形巷道围岩塑性区的一般形态及其判定准则[J].煤炭学报,2016,41(8):1871-1877.GUO Xiaofei,MA Nianjie,ZHAO Xidong,et al.The general shapes and criterion for surrounding rock mass plastic zone of round roadway[J].Journal of China Coal Society,2016,41(8):1871-1877.
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[9] 马念杰,赵希栋,赵志强,等.深部采动巷道顶板稳定性分析与控制[J].煤炭学报,2015,40(10):2287-2295.MA Nianjie,ZHAO Xidong,ZHAO Zhiqiang,et al.Stability analysis and control technology of mine roadway roof in deep mining[J].Journal of China Coal Society,2015,40(10):2287-2295.
[10] 赵志强,马念杰,郭晓菲,等.大变形回采巷道蝶叶型冒顶机理与控制[J].煤炭学报,2016,41(12):2932-2939.ZHAO Zhiqiang,MA Nianjie,GUO Xiaofei,et al.Butterfly-failure roof falling principle and support design of large deformation mining roadways[J].Journal of China Coal Society,2016,41(12):2932-2939.
[11] 贾后省,马念杰,朱乾坤.巷道顶板蝶叶塑性区穿透致冒机理与控制方法[J].煤炭学报,2016,41(6):1384-1392.JIA Housheng,MA Nianjie,ZHU Qiankun.Mechanism and control method of roof fall resulting from butterfly plastic zone penetration[J].Journal of China Coal Society,2016,41(6):1384-1392.
[12] 王卫军,郭罡业,朱永建,等.高应力软岩巷道围岩塑性区恶性扩展过程及其控制[J].煤炭学报,2015,40(12):2747-2754.WANG Weijun,GUO Gangye,ZHU Yongjian,et al.Malignant development process of plastic zone and control technology of high stress and soft rock roadway[J].Journal of China Coal Society,2015,40(12):2747-2754.
[13] 刘洪涛,吴祥业,镐振,等.双巷布置工作面留巷塑性区演化规律及稳定控制[J].采矿与安全工程学报,2017,34(4):689-697.LIU Hongtao,WU Xiangye,HAO Zhen,et al.Evolution law and stability control of plastic zones of retained entry of working face with double roadways layout[J].Journal of Mining & Safety Engineering,2017,34(4):689-697.
[14] 李季,马念杰,丁自伟.基于主应力方向改变的深部沿空巷道非均匀大变形机理及稳定性控制[J].采矿与安全工程学报,2018,35(4):670-676.LI Ji,MA Nianjie,DING Ziwei.Heterogeneous large deformation mechanism based on change of principal stress direction in deep gob side entry and control[J].Journal of Mining & Safety Engineering,2018,35(4):670-676.
[15] 贾后省,李国盛,王路瑶,等.采动巷道应力场环境特征与冒顶机理研究[J].采矿与安全工程学报,2017,34(4):707-714.JIA Housheng,LI Guosheng,WANG Luyao,et al.Characteristics of stress-field environment and roof falling mechanism of mining influenced roadway[J].Journal of Mining & Safety Engineering,2017,34(4):707-714.
[16] 王卫军,袁超,余伟健,等.深部大变形巷道围岩稳定性控制方法研究[J].煤炭学报,2016,41(12):2921-2931.WANG Weijun,YUAN Chao,YU Weijian,et al.Stability control method of surrounding rock in deep roadway with large deformation[J].Journal of China Coal Society,2016,41(12):2921-2931.
[17] 袁超,王卫军,冯涛,等.基于塑性区扩展的巷道围岩控制原理研究[J].采矿与安全工程学报,2017,34(6):1051-1059.YUAN Chao,WANG Weijun,FENG Tao,et al.Research on control principles of surrounding rocks of roadway based on expansion of plastic zone[J].Journal of Mining & Safety Engineering,2017,34(6):1051-1059.
[18] 王卫军,袁超,郭罡业,等.强烈采动作用下岩巷围岩塑性区恶性扩展的控制研究[J].采矿与安全工程学报,2016,33(6):957-964.WANG Weijun,YUAN Chao,GUO Gangye,et al.Control of malignant expansion of plastic zone in surrounding rock of rock roadway under the conditions of violent mining[J].Journal of Mining & Safety Engineering,2016,33(6):957-964.
[19] 李永恩,郭晓菲,马骥,等.邢东矿深部回采巷道围岩塑性区“蝶形”扩展特征及稳定性控制[J].矿业科学学报,2017,2(6):566-575.LI Yongen,GUO Xiaofei,MA Ji,et al.Extension characteristics of the“Butterfly-shaped”plastic zone and stability control of deep mining roadway in Xingdong mine[J].Journal of Mining Science and Technology,2017,2(6):566-575.
[20] 冯吉成.煤层巷道冒顶机理与隐患分级研究[D].北京:中国矿业大学(北京),2015:63-79.FENG Jicheng.Roof fall mechanism and hidden danger classification of seam roadway[D].Beijing:China University of Mining and Technology(Beijing),2015:63-79.
[21] 李季.深部窄煤柱巷道非均匀变形破坏机理及冒顶控制[D].北京:中国矿业大学(北京),2016:19-44.LI Ji.The non-uniform deformation failure mechanism and roof control of narrow coal pillar roadway in depth[D].Beijing:China University of Mining and Technology(Beijing),2016:19-44.
[22] 马念杰,郭晓菲,赵志强,等.均质圆形巷道蝶型冲击地压发生机理及其判定准则[J].煤炭学报,2016,41(11):2679-2688.MA Nianjie,GUO Xiaofei,ZHAO Zhiqiang,et al.Occurrence mechanisms and judging criterion on circular tunnel butterfly rock burst in homogeneous medium[J].Journal of China Coal Society,2016,41(11):2679 -2688.
[23] 赵志强,马念杰,郭晓菲,等.煤层巷道蝶型冲击地压发生机理猜想[J].煤炭学报,2016,41(11):2689-2697.ZHAO Zhiqiang,MA Nianjie,GUO Xiaofei,et al.Mechanism conjecture of butterfly rock burst in coal seam roadway[J].Journal of China Coal Society,2016,41(11):2689-2697.
[24] 刘洪涛,镐振,吴祥业,等.塑性区瞬时恶性扩张诱发冲击灾害机理[J].煤炭学报,2017,42(6):1392-1399.LIU Hongtao,HAO Zhen,WU Xiangye,et al.Mechanism of blast disaster induced by instantaneous malignant expansion of plastic zone[J].Journal of China Coal Society,2017,42(6):1392-1399.
[25] 马念杰,赵希栋,赵志强,等.掘进巷道蝶型煤与瓦斯突出机理猜想[J].矿业科学学报,2017,2(2):137-149.MA Nianjie,ZHAO Xidong,ZHAO Zhiqiang,et al.Conjecture about mechanism of butterfly-shape coal and gas outburst in excavation roadway[J].Journal of Mining Science and Technology,2017,2(2):137-149.
[26] 赵志强,靳俊晓,申金超.石门揭煤中煤体塑性区跃迁特征与诱突机制[J].岩石力学与工程学报,2019,38(2):343-352.ZHAO Zhiqiang,JIN Junxiao,SHEN Jinchao.Transition characteristics and induced outburst mechanism of coal damage zone in rock cross-cut coal uncovering[J].Chinese Journal of Rock Mechanics and Engineering,2019,38(2):343-352.
[27] 马念杰,郭晓菲,赵希栋,等.煤与瓦斯共采钻孔增透半径理论分析与应用[J].煤炭学报,2016,41(1):120-127.MA Nianjie,GUO Xiaofei,ZHAO Xidong,et al.Theoretical analysis and application about permeability-increasing radius of drilling for simultaneous exploitation of coal and gas[J].Journal of China Coal Society,2016,41(1):120-127.
[28] 马念杰,李季,赵希栋,等.深部煤与瓦斯共采中的优质瓦斯通道及其构建方法[J].煤炭学报,2015,40(4):742-748.MA Nianjie,LI Ji,ZHAO Xidong,et al.High quality gas channel and its construction method applied to coal and gas simultaneous extraction in deep mining[J].Journal of China Coal Society,2015,40(4):742 -748.
[2] 赵志强.大变形回采巷道围岩变形破坏机理与控制方法研究[D].北京:中国矿业大学(北京),2014:24-55.ZHAO Zhiqiang.Study on mechanism and control method of deformation and failure of surrounding rock in large deformation mining roadway[D].Beijing:China University of Mining and Technology(Beijing),2014:24-55.
[3] 徐芝纶.弹性力学:第4版[M].北京:高等教育出版社,2006:2.XU Zhilun.Elasticity:Fourth edition[M].Beijing:Higher Education Press,2006:2.
[4] 贾后省.蝶叶塑性区穿透特性与层状顶板巷道冒顶机理研究[D].北京:中国矿业大学(北京),2015:19-68.JIA Housheng.The study on penetration properties of butterfly plastic zone and the caving mechanism of layered roadway roof[D].Beijing:China University of Mining and Technology (Beijing),2015:19-68.
[5] 于学馥,郑颖人,刘怀恒,等.地下工程围岩稳定分析[M].北京:煤炭工业出版社,1983:161-169.YU Xuefu,ZHENG Yingren,LIU Huaiheng,et al.Stability analysis of surrounding rock in underground engineering[M].Beijing:China Coal Industry Publishing House,1983:161-169.
[6] 马念杰,李季,赵志强.圆形巷道围岩偏应力场及塑性区分布规律研究[J].中国矿业大学学报,2015,44(2):206-213.MA Nianjie,LI Ji,ZHAO Zhiqiang.Distribution of the deviatoric stress field and plastic zone in circular roadway surrounding rock[J].Journal of China University of Mining & Technology,2015,44(2):206-213.
[7] 郭晓菲,马念杰,赵希栋,等.圆形巷道围岩塑性区的一般形态及其判定准则[J].煤炭学报,2016,41(8):1871-1877.GUO Xiaofei,MA Nianjie,ZHAO Xidong,et al.The general shapes and criterion for surrounding rock mass plastic zone of round roadway[J].Journal of China Coal Society,2016,41(8):1871-1877.
[8] 赵希栋.掘进巷道蝶型煤与瓦斯突出启动的力学机理研究[D].北京:中国矿业大学(北京),2017:25-42.ZHAO Xidong.Reaserch on mechanical system of the start of butterfly shape coal and gas outburst in excavation roadway[D].Beijing:China University of Mining and Technology(Beijing),2017:25-42.
[9] 马念杰,赵希栋,赵志强,等.深部采动巷道顶板稳定性分析与控制[J].煤炭学报,2015,40(10):2287-2295.MA Nianjie,ZHAO Xidong,ZHAO Zhiqiang,et al.Stability analysis and control technology of mine roadway roof in deep mining[J].Journal of China Coal Society,2015,40(10):2287-2295.
[10] 赵志强,马念杰,郭晓菲,等.大变形回采巷道蝶叶型冒顶机理与控制[J].煤炭学报,2016,41(12):2932-2939.ZHAO Zhiqiang,MA Nianjie,GUO Xiaofei,et al.Butterfly-failure roof falling principle and support design of large deformation mining roadways[J].Journal of China Coal Society,2016,41(12):2932-2939.
[11] 贾后省,马念杰,朱乾坤.巷道顶板蝶叶塑性区穿透致冒机理与控制方法[J].煤炭学报,2016,41(6):1384-1392.JIA Housheng,MA Nianjie,ZHU Qiankun.Mechanism and control method of roof fall resulting from butterfly plastic zone penetration[J].Journal of China Coal Society,2016,41(6):1384-1392.
[12] 王卫军,郭罡业,朱永建,等.高应力软岩巷道围岩塑性区恶性扩展过程及其控制[J].煤炭学报,2015,40(12):2747-2754.WANG Weijun,GUO Gangye,ZHU Yongjian,et al.Malignant development process of plastic zone and control technology of high stress and soft rock roadway[J].Journal of China Coal Society,2015,40(12):2747-2754.
[13] 刘洪涛,吴祥业,镐振,等.双巷布置工作面留巷塑性区演化规律及稳定控制[J].采矿与安全工程学报,2017,34(4):689-697.LIU Hongtao,WU Xiangye,HAO Zhen,et al.Evolution law and stability control of plastic zones of retained entry of working face with double roadways layout[J].Journal of Mining & Safety Engineering,2017,34(4):689-697.
[14] 李季,马念杰,丁自伟.基于主应力方向改变的深部沿空巷道非均匀大变形机理及稳定性控制[J].采矿与安全工程学报,2018,35(4):670-676.LI Ji,MA Nianjie,DING Ziwei.Heterogeneous large deformation mechanism based on change of principal stress direction in deep gob side entry and control[J].Journal of Mining & Safety Engineering,2018,35(4):670-676.
[15] 贾后省,李国盛,王路瑶,等.采动巷道应力场环境特征与冒顶机理研究[J].采矿与安全工程学报,2017,34(4):707-714.JIA Housheng,LI Guosheng,WANG Luyao,et al.Characteristics of stress-field environment and roof falling mechanism of mining influenced roadway[J].Journal of Mining & Safety Engineering,2017,34(4):707-714.
[16] 王卫军,袁超,余伟健,等.深部大变形巷道围岩稳定性控制方法研究[J].煤炭学报,2016,41(12):2921-2931.WANG Weijun,YUAN Chao,YU Weijian,et al.Stability control method of surrounding rock in deep roadway with large deformation[J].Journal of China Coal Society,2016,41(12):2921-2931.
[17] 袁超,王卫军,冯涛,等.基于塑性区扩展的巷道围岩控制原理研究[J].采矿与安全工程学报,2017,34(6):1051-1059.YUAN Chao,WANG Weijun,FENG Tao,et al.Research on control principles of surrounding rocks of roadway based on expansion of plastic zone[J].Journal of Mining & Safety Engineering,2017,34(6):1051-1059.
[18] 王卫军,袁超,郭罡业,等.强烈采动作用下岩巷围岩塑性区恶性扩展的控制研究[J].采矿与安全工程学报,2016,33(6):957-964.WANG Weijun,YUAN Chao,GUO Gangye,et al.Control of malignant expansion of plastic zone in surrounding rock of rock roadway under the conditions of violent mining[J].Journal of Mining & Safety Engineering,2016,33(6):957-964.
[19] 李永恩,郭晓菲,马骥,等.邢东矿深部回采巷道围岩塑性区“蝶形”扩展特征及稳定性控制[J].矿业科学学报,2017,2(6):566-575.LI Yongen,GUO Xiaofei,MA Ji,et al.Extension characteristics of the“Butterfly-shaped”plastic zone and stability control of deep mining roadway in Xingdong mine[J].Journal of Mining Science and Technology,2017,2(6):566-575.
[20] 冯吉成.煤层巷道冒顶机理与隐患分级研究[D].北京:中国矿业大学(北京),2015:63-79.FENG Jicheng.Roof fall mechanism and hidden danger classification of seam roadway[D].Beijing:China University of Mining and Technology(Beijing),2015:63-79.
[21] 李季.深部窄煤柱巷道非均匀变形破坏机理及冒顶控制[D].北京:中国矿业大学(北京),2016:19-44.LI Ji.The non-uniform deformation failure mechanism and roof control of narrow coal pillar roadway in depth[D].Beijing:China University of Mining and Technology(Beijing),2016:19-44.
[22] 马念杰,郭晓菲,赵志强,等.均质圆形巷道蝶型冲击地压发生机理及其判定准则[J].煤炭学报,2016,41(11):2679-2688.MA Nianjie,GUO Xiaofei,ZHAO Zhiqiang,et al.Occurrence mechanisms and judging criterion on circular tunnel butterfly rock burst in homogeneous medium[J].Journal of China Coal Society,2016,41(11):2679 -2688.
[23] 赵志强,马念杰,郭晓菲,等.煤层巷道蝶型冲击地压发生机理猜想[J].煤炭学报,2016,41(11):2689-2697.ZHAO Zhiqiang,MA Nianjie,GUO Xiaofei,et al.Mechanism conjecture of butterfly rock burst in coal seam roadway[J].Journal of China Coal Society,2016,41(11):2689-2697.
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