岩石损伤检测技术及其进展
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摘要
岩石损伤力学的关键问题是岩石损伤变量(张量)的确定和岩石损伤本构关系的建立,这就必然涉及岩石损伤的检测问题。在综述前人对岩石损伤检测技术研究的基础上,介绍了计算机层析识别技术(CT)进行岩石损伤检测的新方法,给出了作者及国内外一些研究者在这一研究方向上的最新研究成果和规律。
The key problem of rock damage mechanics is the determination of damage variable and establishment of damage constitutive relationship of rock.This involved the damage measurement of rock.Based on the methods of damage measurement of rock, a new measurement method(Computerized Tomograhy) was introduced in rock mechanics.The new research results and laws of CT measurements in rock damage mechanics were introduced.
The key problem of rock damage mechanics is the determination of damage variable and establishment of damage constitutive relationship of rock.This involved the damage measurement of rock.Based on the methods of damage measurement of rock, a new measurement method(Computerized Tomograhy) was introduced in rock mechanics.The new research results and laws of CT measurements in rock damage mechanics were introduced.
引文
[1] 谢和平.岩石混凝土损伤力学[M].徐州:中国矿业大学出版社,1990.
[2] 楼志文.损伤力学基础[M].西安:西安交通大学出版社,1990.
[3] 余天庆.损伤理论及其应用[M].北京:国防工业出版社,1993.
[4] 郝松林,陈铸曾.损伤及损伤力学[J].国防科技大学学报,1984,5(2):1—35.
[5] 李 灏.损伤力学基础[M].济南:山东科学技术出版社,1992.
[6] 杨光松.损伤力学与复合材料损伤[M].北京:国防工业出版社,1995.
[7] 周维恒.高等岩石力学[M].北京:水利电力出版社,1990.
[8] ChabocheJL.Continuumdamagemechanics,PartI-generalconcepts[J].J.ofAppliedMechanics,1988,55(1):59—63.
[9] LemaitreJ.Howtousedamagemechanics[J].NuclearEng.&Design,1984,80(1):233—244.
[10]ChowCL,WangJune.Anisotropictheoryofelasticforcontinuumdamagemechanics[J].Int.J.ofFrac-ture,1987,33(1):1—14.
[11]吴 澎,周维恒.节理岩体的损伤模型及非线性有限元分析[J].岩石力学与工程学报,1988,7(3):1—12.
[12]周维垣,吴 澎.节理岩体损伤力学模型岩石力学新进展[M].沈阳:东北工学院出版社,1989.
[13]陶振宇.节理岩体损伤模型及验证[J].水利学报,1991,12(6):33—45.
[14]朱维申.节理岩体等效连续模型与工程应用[J].岩土工程学报,1992,14(2):54—61.
[15]袁建新.岩体损伤问题[J].岩土力学,1993,14(1):1—24.
[16]KawamotoT,IchikawaY,KyoyaT.Deformationandfracturebehaviourofdiscontinuousrockmassanddamagemechanicstheory[J].IntJ.forNumandAnaly.MethinGeomech,1988,12(1):1—30.
[17]KawamotoTA.Modelingofjointedrockmass[A].Proc,6thInt.Conf.Num.Meth.GeomechInns-bruck[C],1988.24—32.
[18]KyoyaT.IchikawaY,KawamotoT.Adamageme-chanicstheoryfordiscontinuousrockmass[A].Proc.5thInt.Conf.Num.Geomech[C].Nagoya:1985.451—462.
[19]KyoyaT,IchikawaY,KawamotoT.Adamageme-chanicsanalysisforundergroundexcavationinjointedrockmass[A].Proc.ofInt.Symp.Engng.inCom-plexRockForndation[C].Beijing:1986.506—513.
[20]ZhangWohua,VilliappanS.Analysisofrandoman-isotropicdamagemechanicsproblemsofrockmass[J].RockMechanicsandEngineering,1990,23(1):32—37.
[21]MuritV.Stressinvariantsisanorthotropicdamagespace[J].Eng.FractureMech.,1991,40(6):437—445.
[22]KrajcinovicD.Thecontinuousdamagetheoryofbr-it-tlematerials[J].ASME,J.Appl.Mech.1981,48.
[23]吕运冰.关于损伤张量的阶次[J].应用数学和力学,1989,10(3):78—84.
[24]MurakamiS.Mechanicalmodelingofmaterialdamage[J].JournalofAppliedMechanics,1988,55(1):24—27.
[25]村上澄男,大野信忠.损伤を伴テ有限クン-プ变形の构成式ヤの应用[J].日本机械学会论文,1981,(47):318—326.
[26]LemaitreJ,路迈西.损伤力学教程[M].北京:科学出版社,1996.
[27]LemaitreJ.Damagemeasurement[J].EngineeringFractureMechanics,1987,28(6):643—661.
[28]杨更社.岩石损伤检测技术及进展[J].煤碳学报,1998,23(4):401—405.
[29]杨更社.CT技术及在岩石损伤检测中的应用研究[J].实验力学,1998,13(4):451—456.
[30]HultJ.Effectofvoidsoncreeprateandstrength[A].DamageMechanicsandContinuumModeling[C].ASCE,NewYork,1985.
[31]HultJ.IntroductionandGeneralOverview,ContinuumDeamageMechanics,Theoryandapplication[M].Springer-VerlagVien,NewYork,1987.
[32]余寿文.断裂损伤与细观力学[J].力学与实践,1988,10(2):1—9.
[33]杨 卫.细观力学和细观损伤[J].力学与实践,1992,14(1):1—13.
[34]夏蒙棼.统计细观损伤力学和损伤演化诱致突变( )[J].力学进展,1995,25(1):1—14.
[35]夏蒙棼.统计细观损伤力学和损伤演化诱致突变( )[J].力学进展,1995,25(2):1—7.
[36]胜山友邦,冯夏庭.声发射(AE)技术及应用[M].北京:冶金工业出版社,1996.
[37]陈金银.无损检测概论[M].北京:机械工业出版社,1993.
[38]L恩格,H克林格.金属损伤图谱——金属失效的扫描电子显微镜研究[M].北京:机械工业出版社,1990.
[39]陈 颢.地壳岩石的力学性质[M].北京:地震出版社,1988.
[40]BieniawskZT.Mechanismofbrittlefractureofrock.Part .Experimentalstudies[J].Int.JRockMech.Min.Sci.,1967,14(1):407—423.
[41]赵永红.受压岩石中裂纹发育过程及分维变化特征[J].科学通报,1995,40(7):621—623.
[42]HallbauerDK.Someobservationsconcerningthemic-roscopicandmechanicalbehaviourofquartzitespeci-meninstifftriaxialcompressiontest[J].Int.J.RockMech.Min.Sci,1973,10(2):713—726.
[43]WuFJ,ThomsenL.Microfracturinganddeformationofwesterlygraniteundercreepcondition[J].Int.J.Rockmech.Min.Sci.,1975,12(3):167—173.
[44]许 江.对单轴应力状态下砂岩微观断裂全过程的实验研究[J].力学与实践,1986,8(4):37—42.
[45]SpruntES,BraceWF.Directobservationofmic-ro-cavitiesincrystallinerock[J].Inc.J.RockMech.&Min.Sci.,197
[2] 楼志文.损伤力学基础[M].西安:西安交通大学出版社,1990.
[3] 余天庆.损伤理论及其应用[M].北京:国防工业出版社,1993.
[4] 郝松林,陈铸曾.损伤及损伤力学[J].国防科技大学学报,1984,5(2):1—35.
[5] 李 灏.损伤力学基础[M].济南:山东科学技术出版社,1992.
[6] 杨光松.损伤力学与复合材料损伤[M].北京:国防工业出版社,1995.
[7] 周维恒.高等岩石力学[M].北京:水利电力出版社,1990.
[8] ChabocheJL.Continuumdamagemechanics,PartI-generalconcepts[J].J.ofAppliedMechanics,1988,55(1):59—63.
[9] LemaitreJ.Howtousedamagemechanics[J].NuclearEng.&Design,1984,80(1):233—244.
[10]ChowCL,WangJune.Anisotropictheoryofelasticforcontinuumdamagemechanics[J].Int.J.ofFrac-ture,1987,33(1):1—14.
[11]吴 澎,周维恒.节理岩体的损伤模型及非线性有限元分析[J].岩石力学与工程学报,1988,7(3):1—12.
[12]周维垣,吴 澎.节理岩体损伤力学模型岩石力学新进展[M].沈阳:东北工学院出版社,1989.
[13]陶振宇.节理岩体损伤模型及验证[J].水利学报,1991,12(6):33—45.
[14]朱维申.节理岩体等效连续模型与工程应用[J].岩土工程学报,1992,14(2):54—61.
[15]袁建新.岩体损伤问题[J].岩土力学,1993,14(1):1—24.
[16]KawamotoT,IchikawaY,KyoyaT.Deformationandfracturebehaviourofdiscontinuousrockmassanddamagemechanicstheory[J].IntJ.forNumandAnaly.MethinGeomech,1988,12(1):1—30.
[17]KawamotoTA.Modelingofjointedrockmass[A].Proc,6thInt.Conf.Num.Meth.GeomechInns-bruck[C],1988.24—32.
[18]KyoyaT.IchikawaY,KawamotoT.Adamageme-chanicstheoryfordiscontinuousrockmass[A].Proc.5thInt.Conf.Num.Geomech[C].Nagoya:1985.451—462.
[19]KyoyaT,IchikawaY,KawamotoT.Adamageme-chanicsanalysisforundergroundexcavationinjointedrockmass[A].Proc.ofInt.Symp.Engng.inCom-plexRockForndation[C].Beijing:1986.506—513.
[20]ZhangWohua,VilliappanS.Analysisofrandoman-isotropicdamagemechanicsproblemsofrockmass[J].RockMechanicsandEngineering,1990,23(1):32—37.
[21]MuritV.Stressinvariantsisanorthotropicdamagespace[J].Eng.FractureMech.,1991,40(6):437—445.
[22]KrajcinovicD.Thecontinuousdamagetheoryofbr-it-tlematerials[J].ASME,J.Appl.Mech.1981,48.
[23]吕运冰.关于损伤张量的阶次[J].应用数学和力学,1989,10(3):78—84.
[24]MurakamiS.Mechanicalmodelingofmaterialdamage[J].JournalofAppliedMechanics,1988,55(1):24—27.
[25]村上澄男,大野信忠.损伤を伴テ有限クン-プ变形の构成式ヤの应用[J].日本机械学会论文,1981,(47):318—326.
[26]LemaitreJ,路迈西.损伤力学教程[M].北京:科学出版社,1996.
[27]LemaitreJ.Damagemeasurement[J].EngineeringFractureMechanics,1987,28(6):643—661.
[28]杨更社.岩石损伤检测技术及进展[J].煤碳学报,1998,23(4):401—405.
[29]杨更社.CT技术及在岩石损伤检测中的应用研究[J].实验力学,1998,13(4):451—456.
[30]HultJ.Effectofvoidsoncreeprateandstrength[A].DamageMechanicsandContinuumModeling[C].ASCE,NewYork,1985.
[31]HultJ.IntroductionandGeneralOverview,ContinuumDeamageMechanics,Theoryandapplication[M].Springer-VerlagVien,NewYork,1987.
[32]余寿文.断裂损伤与细观力学[J].力学与实践,1988,10(2):1—9.
[33]杨 卫.细观力学和细观损伤[J].力学与实践,1992,14(1):1—13.
[34]夏蒙棼.统计细观损伤力学和损伤演化诱致突变( )[J].力学进展,1995,25(1):1—14.
[35]夏蒙棼.统计细观损伤力学和损伤演化诱致突变( )[J].力学进展,1995,25(2):1—7.
[36]胜山友邦,冯夏庭.声发射(AE)技术及应用[M].北京:冶金工业出版社,1996.
[37]陈金银.无损检测概论[M].北京:机械工业出版社,1993.
[38]L恩格,H克林格.金属损伤图谱——金属失效的扫描电子显微镜研究[M].北京:机械工业出版社,1990.
[39]陈 颢.地壳岩石的力学性质[M].北京:地震出版社,1988.
[40]BieniawskZT.Mechanismofbrittlefractureofrock.Part .Experimentalstudies[J].Int.JRockMech.Min.Sci.,1967,14(1):407—423.
[41]赵永红.受压岩石中裂纹发育过程及分维变化特征[J].科学通报,1995,40(7):621—623.
[42]HallbauerDK.Someobservationsconcerningthemic-roscopicandmechanicalbehaviourofquartzitespeci-meninstifftriaxialcompressiontest[J].Int.J.RockMech.Min.Sci,1973,10(2):713—726.
[43]WuFJ,ThomsenL.Microfracturinganddeformationofwesterlygraniteundercreepcondition[J].Int.J.Rockmech.Min.Sci.,1975,12(3):167—173.
[44]许 江.对单轴应力状态下砂岩微观断裂全过程的实验研究[J].力学与实践,1986,8(4):37—42.
[45]SpruntES,BraceWF.Directobservationofmic-ro-cavitiesincrystallinerock[J].Inc.J.RockMech.&Min.Sci.,197
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