对隔水底板破断突水机制的突变理论分析的认识——兼对潘岳教授等提问的答复
摘要
<正>作者发表于《岩土力学》2010年第8期的文章"动力扰动诱发承压底板关键层失稳的突变理论研究"一文[1],引起了潘岳和李爱武两位老师的关注和质疑。作者十分感谢潘岳教授等对本文的指正,并十分愿意和两位老师就此问题展开讨论,这对于我们深入认识动力扰动诱发承压底板关键层破裂失稳引起突水的机制大有裨益。
引文
[1]左宇军,李术才,秦泗凤,等.动力扰动诱发承压底板失稳的突变理论研究[J].岩土力学,2010,31(8):2361-2366.ZUO Yu-jun,LI Shu-cai,QIN Si-feng,et al.Acatastrophe model for floor water key stratum instabilityinduced by dynamic disturbance[J].Rock and soilMechanics,2010,31(8):2361-2366.
[2]黎良杰,钱鸣高,闻全,等.底板岩体结构稳定性与底板突水关系的研究[J].中国矿业大学学报,1995,24(4):18-23.LI Liang-jie,QIAN Ming-gao,WEN Quan,et al.Relationship between the stability of floor structure andwater-inrush from floor[J].Journal of China Universityof Mining&Technology,1995,24(4):18-23.
[3]曹玉清.采掘工作面底板突水和防治原则的基本理论研究[J].华北地质矿产杂志,1997,12(3):203-292.CAO Yu-qing.Research on the basic theory of waterbursting from bottom bed in mining face and itsprevention and control[J].Journal of Geology andMineral Resources North China,1997,12(3):203-292.
[4]白晨光,黎良杰,于学馥.承压水底板关键层失稳的尖点突变模型[J].煤炭学报,1997,22(2):149-154.BAI Chen-guang,LI Liang-jie,YU Xue-fu.Cuspcatastrophe model for instability of key stratum in floorwith water inrush[J].Journal of China Coal Society,1997,22(2):149-154.
[5]中国生,江文武,徐国元.底板突水的突变理论预测[J].辽宁工程技术大学学报,2007,26(2):216-218.ZHONG Guo-sheng,JIANG Wen-wu,XU Guo-yuan.Prediction of water inrush from floor based oncatastrophe theory[J].Journal of Liaoning TechnicalUniversity,2007,26(2):216-218.
[6]缪协兴,陈荣华,白海波.保水开采隔水关键层的基本概念及力学分析[J].煤炭学报,2007,32(6):561-564.MIAO Xie-xing,CHEN Rong-hua,BAI Hai-bo.Fundamental concepts and mechanical analysis of water-resisting key strata in water-preserved mining[J].Journalof China Coal Society,2007,32(6):561-564.
[7]黎良杰,张建军.煤层底板突水的计算预测及应用[J].煤田地质与勘探,1995,23(4):34-38.LI Liang-jie,ZHANG Jian-jun.Calculation andprediction of water-inrush from mining floor and itsapplication[J].Coal Geology and Exploration,1995,23(4):34-38.
[8]沈茂山,魏德敏.弹性拱振动失稳的突变模型[J].应用数学和力学,1992,11(12):1099-1102.SHEN Mao-shan,WEI De-min.A catastrophic model forvibrational buckling of elastic arches[J].AppliedMathematics and Mechanics,1992,11(12):1099-1102.
[9]唐春安.岩石破裂过程中的灾变[M].北京:煤炭工业出版社,1993.
[10]桑德斯.突变理论入门[M].凌复华译.上海:上海科学技术文献出版社,1983.
[11]许强,黄润秋,王来贵.外界扰动诱发地质灾害的机理分析[J].岩石力学与工程学报,2002,21(2):280-284.XU Qiang,HUANG Run-qiu,WANG Lai-gui.Mechanism analysis on geological hazards triggered byexternal disturbance[J].Chinese Journal of RookMechanics and Engineering,2002,21(2):280-284.
[12]许强,黄润秋.地震作用下结构非线性响应的突变分析[J].岩土工程学报,1997,19(4):25-29.XU Qiang,HUANG Run-qiu.Catastrophic analysis ofnonlinear response of structure under earthquake[J].Chinese Journal of Geotechnical Engineering,1997,19(4):25-29.
[13]马少鹏,王来贵.围压振动诱发冲击地压机制[J].矿山压力与顶板管理,1998,(3):77-79.MA Shao-peng,WANG Lai-gui.Mechanism of rockburstinitiated by the vibration of base rock[J].GroundPressure and Strata Control,1998,(3):77-79.
[14]秦四清.斜坡失稳的突变模型与混沌机制[J].岩石力学与工程学报,2000,19(4):486-492.QIN Si-qing.Nonlinear catastrophy model of slope inrability and chaotic dynamics mechanism of slopeevolution process[J].Chinese Journal of RookMechanics and Engineering,2000,19(4):486-492.
[15]邵爱军,彭建萍,刘唐生.矿坑底板突水的突变模型研究[J].岩土工程学报,2001,23(1):38-41.SHAO Ai-jun,PENG Jian-ping,LIU Tang-sheng.Research on a cusp catastrophic model of water burstingin pit floors[J].Chinese Journal of GeotechnicalEngineering,2001,23(1):38-41.
[16]张文志,李兴高.底板破坏型突水的力学模型[J].矿山压力与顶板管理,2001,(4):100-103.ZHANG Wen-zhi,LI Xing-gao.Mechanical model forwater inrush induced by floor failure[J].GroundPressure and Strata Control,2001,(4):100-103.
[17]王连国,宋扬,缪协兴.基于尖点突变模型的煤层底板突水预测研究[J].岩石力学与工程学报,2003,22(4):573-577.WANG Lian-guo,SONG Yang,MIAO Xie-xing.Studyon prediction of water-inrush from coal floor based oncusp catastrophic model[J].Chinese Journal of RockMechanics and Engineering,2003,22(4):573-577.
[18]伍永平,杨永刚,解盘石.尖点突变理论在顶板突水规律研究中的应用[J].煤炭科学技术,2007,35(3):37-40.WU Yong-ping,YANG Yong-gang,XIE Pan-shi.Application of cusp catastrophe theory to research ofmine water inrush law from roof[J].Coal Science andTechnology,2007,35(3):37-40.
[19]翟德元,王泳嘉.薄隔水层井筒底板突水的突变模型[J].中国安全科学学报,1999,9(3):44-48.ZHAI De-yuan,WANG Yong-jia.The sudden changemodel of water outburst vertical shaft floor of thinwater-resisting layer[J].China Safety Science Journal,1999,9(3):44-48.
[20]王凯,位爱竹,陈彦飞,等.煤层底板突水的突变理论预测方法及其应用[J].中国安全科学学报,2004,14(1):11-14.WANG Kai,WEI Ai-zhu,CHEN Yan-fei,et al.Predictingmethod and its application of water inrush from coal floorbased on catastrophe theory[J].China Safety ScienceJournal,2004,14(1):11-14.
[21]王连国,缪协兴.岩石渗透率与应力、应变关系的尖点突变模型[J].岩石力学与工程学报,2005,24(23):4210-4214.WANG Lian-guo,MIAO Xie-xing.Cusp catastrophemodel of relations among permeability,stress and strainof rocks[J].Chinese Journal of Rock Mechanics andEngineering,2005,24(23):4210-4214.
[22]魏德敏,王德禹.突变理论在结构动屈曲分析中的若干应用[J].工程力学,1998,(增刊):138-142.WEI De-min,WANG De-yu.Applications of catastrophetheory on dynamic buckling of structure[J].EngineeringMechanics,1998,(Supp.):138-142.
[23]郭敦仁.数学物理方程[M].北京:人民教育出版社,1982.
[24]缪协兴,浦海,白海波.隔水关键层原理及其在保水采煤中的应用研究[J].中国矿业大学学报,2008,37(1):1-4.MIAO Xie-xing,PU Hai,BAI Hai-bo.Principle ofwater-resisting key strata and its application inwater-preserved mining[J].Journal of China Universityof Mining&Technology,2008,37(1):1-4.
[25]牟宗龙,窦林名.坚硬顶板突然断裂过程中的突变模型[J].矿山压力与顶板管理,2004,(4):90-92,75.MU Zhong-long,DOU Lin-ming.The cusp typecatastrophic model of the fracture process of hard rockroof[J].Ground Pressure and Strata Control,2004,(4):90-92,75.
[2]黎良杰,钱鸣高,闻全,等.底板岩体结构稳定性与底板突水关系的研究[J].中国矿业大学学报,1995,24(4):18-23.LI Liang-jie,QIAN Ming-gao,WEN Quan,et al.Relationship between the stability of floor structure andwater-inrush from floor[J].Journal of China Universityof Mining&Technology,1995,24(4):18-23.
[3]曹玉清.采掘工作面底板突水和防治原则的基本理论研究[J].华北地质矿产杂志,1997,12(3):203-292.CAO Yu-qing.Research on the basic theory of waterbursting from bottom bed in mining face and itsprevention and control[J].Journal of Geology andMineral Resources North China,1997,12(3):203-292.
[4]白晨光,黎良杰,于学馥.承压水底板关键层失稳的尖点突变模型[J].煤炭学报,1997,22(2):149-154.BAI Chen-guang,LI Liang-jie,YU Xue-fu.Cuspcatastrophe model for instability of key stratum in floorwith water inrush[J].Journal of China Coal Society,1997,22(2):149-154.
[5]中国生,江文武,徐国元.底板突水的突变理论预测[J].辽宁工程技术大学学报,2007,26(2):216-218.ZHONG Guo-sheng,JIANG Wen-wu,XU Guo-yuan.Prediction of water inrush from floor based oncatastrophe theory[J].Journal of Liaoning TechnicalUniversity,2007,26(2):216-218.
[6]缪协兴,陈荣华,白海波.保水开采隔水关键层的基本概念及力学分析[J].煤炭学报,2007,32(6):561-564.MIAO Xie-xing,CHEN Rong-hua,BAI Hai-bo.Fundamental concepts and mechanical analysis of water-resisting key strata in water-preserved mining[J].Journalof China Coal Society,2007,32(6):561-564.
[7]黎良杰,张建军.煤层底板突水的计算预测及应用[J].煤田地质与勘探,1995,23(4):34-38.LI Liang-jie,ZHANG Jian-jun.Calculation andprediction of water-inrush from mining floor and itsapplication[J].Coal Geology and Exploration,1995,23(4):34-38.
[8]沈茂山,魏德敏.弹性拱振动失稳的突变模型[J].应用数学和力学,1992,11(12):1099-1102.SHEN Mao-shan,WEI De-min.A catastrophic model forvibrational buckling of elastic arches[J].AppliedMathematics and Mechanics,1992,11(12):1099-1102.
[9]唐春安.岩石破裂过程中的灾变[M].北京:煤炭工业出版社,1993.
[10]桑德斯.突变理论入门[M].凌复华译.上海:上海科学技术文献出版社,1983.
[11]许强,黄润秋,王来贵.外界扰动诱发地质灾害的机理分析[J].岩石力学与工程学报,2002,21(2):280-284.XU Qiang,HUANG Run-qiu,WANG Lai-gui.Mechanism analysis on geological hazards triggered byexternal disturbance[J].Chinese Journal of RookMechanics and Engineering,2002,21(2):280-284.
[12]许强,黄润秋.地震作用下结构非线性响应的突变分析[J].岩土工程学报,1997,19(4):25-29.XU Qiang,HUANG Run-qiu.Catastrophic analysis ofnonlinear response of structure under earthquake[J].Chinese Journal of Geotechnical Engineering,1997,19(4):25-29.
[13]马少鹏,王来贵.围压振动诱发冲击地压机制[J].矿山压力与顶板管理,1998,(3):77-79.MA Shao-peng,WANG Lai-gui.Mechanism of rockburstinitiated by the vibration of base rock[J].GroundPressure and Strata Control,1998,(3):77-79.
[14]秦四清.斜坡失稳的突变模型与混沌机制[J].岩石力学与工程学报,2000,19(4):486-492.QIN Si-qing.Nonlinear catastrophy model of slope inrability and chaotic dynamics mechanism of slopeevolution process[J].Chinese Journal of RookMechanics and Engineering,2000,19(4):486-492.
[15]邵爱军,彭建萍,刘唐生.矿坑底板突水的突变模型研究[J].岩土工程学报,2001,23(1):38-41.SHAO Ai-jun,PENG Jian-ping,LIU Tang-sheng.Research on a cusp catastrophic model of water burstingin pit floors[J].Chinese Journal of GeotechnicalEngineering,2001,23(1):38-41.
[16]张文志,李兴高.底板破坏型突水的力学模型[J].矿山压力与顶板管理,2001,(4):100-103.ZHANG Wen-zhi,LI Xing-gao.Mechanical model forwater inrush induced by floor failure[J].GroundPressure and Strata Control,2001,(4):100-103.
[17]王连国,宋扬,缪协兴.基于尖点突变模型的煤层底板突水预测研究[J].岩石力学与工程学报,2003,22(4):573-577.WANG Lian-guo,SONG Yang,MIAO Xie-xing.Studyon prediction of water-inrush from coal floor based oncusp catastrophic model[J].Chinese Journal of RockMechanics and Engineering,2003,22(4):573-577.
[18]伍永平,杨永刚,解盘石.尖点突变理论在顶板突水规律研究中的应用[J].煤炭科学技术,2007,35(3):37-40.WU Yong-ping,YANG Yong-gang,XIE Pan-shi.Application of cusp catastrophe theory to research ofmine water inrush law from roof[J].Coal Science andTechnology,2007,35(3):37-40.
[19]翟德元,王泳嘉.薄隔水层井筒底板突水的突变模型[J].中国安全科学学报,1999,9(3):44-48.ZHAI De-yuan,WANG Yong-jia.The sudden changemodel of water outburst vertical shaft floor of thinwater-resisting layer[J].China Safety Science Journal,1999,9(3):44-48.
[20]王凯,位爱竹,陈彦飞,等.煤层底板突水的突变理论预测方法及其应用[J].中国安全科学学报,2004,14(1):11-14.WANG Kai,WEI Ai-zhu,CHEN Yan-fei,et al.Predictingmethod and its application of water inrush from coal floorbased on catastrophe theory[J].China Safety ScienceJournal,2004,14(1):11-14.
[21]王连国,缪协兴.岩石渗透率与应力、应变关系的尖点突变模型[J].岩石力学与工程学报,2005,24(23):4210-4214.WANG Lian-guo,MIAO Xie-xing.Cusp catastrophemodel of relations among permeability,stress and strainof rocks[J].Chinese Journal of Rock Mechanics andEngineering,2005,24(23):4210-4214.
[22]魏德敏,王德禹.突变理论在结构动屈曲分析中的若干应用[J].工程力学,1998,(增刊):138-142.WEI De-min,WANG De-yu.Applications of catastrophetheory on dynamic buckling of structure[J].EngineeringMechanics,1998,(Supp.):138-142.
[23]郭敦仁.数学物理方程[M].北京:人民教育出版社,1982.
[24]缪协兴,浦海,白海波.隔水关键层原理及其在保水采煤中的应用研究[J].中国矿业大学学报,2008,37(1):1-4.MIAO Xie-xing,PU Hai,BAI Hai-bo.Principle ofwater-resisting key strata and its application inwater-preserved mining[J].Journal of China Universityof Mining&Technology,2008,37(1):1-4.
[25]牟宗龙,窦林名.坚硬顶板突然断裂过程中的突变模型[J].矿山压力与顶板管理,2004,(4):90-92,75.MU Zhong-long,DOU Lin-ming.The cusp typecatastrophic model of the fracture process of hard rockroof[J].Ground Pressure and Strata Control,2004,(4):90-92,75.
版权所有：© 2023 中国地质图书馆 中国地质调查局地学文献中心