岩石Kaiser效应测试地应力研究现状及探讨
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摘要
系统阐述了应用岩石Kaiser效应测试地应力的机理、测试方法、影响因素、数值模拟以及Kaiser效应的多期性等研究状况,重点分析了影响岩石Kaiser效应测试数据准确性的各种因素,在此基础上探讨了利用岩石Kaiser效应测试地应力需进一步开展研究的几个方面.
The research status of mechanism,test method,influencing factors,numerical simulation and multiple stages of rock Kaiser effect in determining ground stress was systematicaly expounded,and the various factors that affecting the accuracy of rock Kaiser effect test data were emphatically analyzed.Several aspects of measurement of Geo-Stress with Kaiser Effect needed for further research are discussed on this basis.
The research status of mechanism,test method,influencing factors,numerical simulation and multiple stages of rock Kaiser effect in determining ground stress was systematicaly expounded,and the various factors that affecting the accuracy of rock Kaiser effect test data were emphatically analyzed.Several aspects of measurement of Geo-Stress with Kaiser Effect needed for further research are discussed on this basis.
引文
[1]蔡美锋,何满朝,刘东燕.岩石力学与工程[M].北京:科学出版社,2002.
[2]周小平,邓梦,章福生.声发射凯塞效应结合岩体结构分析测量地应力的新进展[J].重庆建筑大学学报,2001,23(6):109-113.
[3]徐林生,王兰生,孙宗远,等.二郎山公路隧道地应力测试研究[J].岩石力学与工程学报,2003,22(4):611-614.
[4]秦启荣,张烈辉,邓辉,等.古构造应力量值确定及其在构造地质建模中的应用[J].岩石力学与工程学报,2004,23(3):3 979-3 983.
[5]韩金良,吴树仁,谭成轩.东秦岭东江口花岗岩体水压致裂法与AE法地应力测量对比研究[J].岩石力学与工程学报,2007,26(1):81-86.
[6]樊运晓.岩石单轴压缩试验Kaiser效应实质的研究[J].现代地质,2000,14(1):95-99.
[7]樊运晓.损伤:KAISER效应记忆机理的探讨[J].岩石力学与工程学报,2000,19(2):254-258.
[8]丁原辰.声发射抹录不净现象在地应力测量中的应用[J].岩石力学与工程学报,1991,10(4):313-326.
[9]雷兴林,佐藤隆司,西泽修.花岗岩变形破坏的阶段性模型[J].地震地质,2004,26(3):436-449.
[10]Lavrov A.The Kaiser Effect in Rocks:Principles and StressEstimation Techniques[J].International Journal of Rock Me-chanics&Mining Sciences,2003,40:151-171.
[11]Working Group.Suggested Method for In-situ Stress Meas-urement from a Rock Core Using the Acoustic EmissionTechnique[C]//.Proc.5th International Workgroup on Ap-plication of the Geophysics in Rock Engineering,2002.
[12]尹贤刚.岩石声发射技术理论、实验与应用研究[D].长沙:长沙矿山研究院,2003.
[13]李宏,张伯崇.北京房山花岗岩原地应力状态AE法估计[J].岩石力学与工程学报,2004,23(8):1 349-1 352.
[14]薛亚东,高德利.声发射地应力测量中凯塞点的确定[J].石油大学学报:自然科学版,2000,24(5):1-4.
[15]Villaescusa E,Seto M,Baird G.Stress Measurements from O-riented Core[J].Int J Rock Mech Min Sci,2002,39:603-615.
[16]赵奎,邓飞,金解放,等.岩石声发射Kaiser点信号的小波分析及其应用初步研究[J].岩石力学与工程学报,2006,25(增2):3 854-3 858.
[17]尹贤刚.用岩石声发射凯塞效应量测地应力研究[J].采矿技术,2006,6(3):278-280.
[18]王连捷,李朋武,崔军文,等.中国大陆科学钻探主孔声发射法现今地应力状态的确定[J].中国地质,2005,32(2):259-264.
[19]黄志鹏.岩石Kaiser效应方向独立性试验研究[J].长江科学院院报,1998,15(2):8-10.
[20]邓荣贵,付小敏,徐进.三向应力下长石石英砂岩凯塞尔效应试验研究[J].成都理工大学学报,2002,29(1):97-100.
[21]Tuncay E,Ulusay R.Relation Between Kaiser Effect Levelsand Pre-stresses Applied in the Laboratory[J].Int J RockMech Mining Sci(2007),Doi:10.1016/j.ijrmms,2007,7:13.
[22]Lavrov A,Vervoort A,Wevers M,et al.Experimental andNumerical Study of the Kaiser Effect in Cyclic Brazilian Testswith Disk Rotation[J].Int J Rock Mech Min Sci,2002,39:287-302.
[23]刘峥,巫虹.岩石Kaiser效应测地应力原理中的若干问题研究[J].上海地质,2004,10(3):38-41.
[24]Lavrov A.Kaiser Effect Observation in Brittle Rock CyclicallyLoaded with Different Loading Rates[J].Mech Mater,2001,33:669-677.
[25]樊运晓.时间对大理岩凯塞尔效应的影响[J].地质力学学报,2001,7(1):92-96.
[26]席道瑛,陈普刚.应力或热疲劳对花岗岩凯塞效应的影响[J].地震地质,1995,17(2):162-166.
[27]陈忠辉,唐春安,徐小荷.岩石声发射Kaiser效应的理论和实验研究[J].中国有色金属学报,1997,7(1):9-12.
[28]傅宇方.岩石脆性破裂过程的数值模拟试验研究[D].沈阳:东北大学,2000.
[29]唐春安.岩石声发射规律数值模拟初探[J].岩石力学与工程学报,1997,16(4):368-374.
[30]傅宇方,唐春安.岩石声发射Kaiser效应的数值模拟试验研究[J].力学与实践,2000,22(6):42-44.
[31]Chen Z H,Tham L G,Xie H.Experimental and NumericalStudy of the Directional Dependency of the Kaiser Effect inGranite[J].International Journal of Rock Mechanics&Min-ing Sciences,2007,44:1 053-1 061.
[32]Chen S.Digital Image-based Numerical Modeling Method forPrediction of Inhomogeneous Rock Failure[J].InternationalJournal of Rock Mechanics&Mining Sciences,2004,41:939-957.
[33]Yue Z Q,Chen S,Tham L G.Finite Element Modeling of Geo-materials Using Digital Image Processing[J].ComputGeotech,2003,30:375-397.
[34]陈沙,岳中琦,谭国焕.基于真实细观结构的岩土工程材料三维数值分析方法[J].岩石力学与工程学报,2006,25(10):1 951-1 959.
[35]丁原辰.声发射法古应力测量问题讨论[J].地质力学学报,2000,6(2):45-52.
[36]丁原辰.测定岩石经历的最高古应力状态实验研究[J].地球科学—中国地质大学学报,2001,26(1):99-104.
[37]张倬元,王士天,王兰生.工程地质分析原理[M].第二版.北京:地质出版社,1994.
[2]周小平,邓梦,章福生.声发射凯塞效应结合岩体结构分析测量地应力的新进展[J].重庆建筑大学学报,2001,23(6):109-113.
[3]徐林生,王兰生,孙宗远,等.二郎山公路隧道地应力测试研究[J].岩石力学与工程学报,2003,22(4):611-614.
[4]秦启荣,张烈辉,邓辉,等.古构造应力量值确定及其在构造地质建模中的应用[J].岩石力学与工程学报,2004,23(3):3 979-3 983.
[5]韩金良,吴树仁,谭成轩.东秦岭东江口花岗岩体水压致裂法与AE法地应力测量对比研究[J].岩石力学与工程学报,2007,26(1):81-86.
[6]樊运晓.岩石单轴压缩试验Kaiser效应实质的研究[J].现代地质,2000,14(1):95-99.
[7]樊运晓.损伤:KAISER效应记忆机理的探讨[J].岩石力学与工程学报,2000,19(2):254-258.
[8]丁原辰.声发射抹录不净现象在地应力测量中的应用[J].岩石力学与工程学报,1991,10(4):313-326.
[9]雷兴林,佐藤隆司,西泽修.花岗岩变形破坏的阶段性模型[J].地震地质,2004,26(3):436-449.
[10]Lavrov A.The Kaiser Effect in Rocks:Principles and StressEstimation Techniques[J].International Journal of Rock Me-chanics&Mining Sciences,2003,40:151-171.
[11]Working Group.Suggested Method for In-situ Stress Meas-urement from a Rock Core Using the Acoustic EmissionTechnique[C]//.Proc.5th International Workgroup on Ap-plication of the Geophysics in Rock Engineering,2002.
[12]尹贤刚.岩石声发射技术理论、实验与应用研究[D].长沙:长沙矿山研究院,2003.
[13]李宏,张伯崇.北京房山花岗岩原地应力状态AE法估计[J].岩石力学与工程学报,2004,23(8):1 349-1 352.
[14]薛亚东,高德利.声发射地应力测量中凯塞点的确定[J].石油大学学报:自然科学版,2000,24(5):1-4.
[15]Villaescusa E,Seto M,Baird G.Stress Measurements from O-riented Core[J].Int J Rock Mech Min Sci,2002,39:603-615.
[16]赵奎,邓飞,金解放,等.岩石声发射Kaiser点信号的小波分析及其应用初步研究[J].岩石力学与工程学报,2006,25(增2):3 854-3 858.
[17]尹贤刚.用岩石声发射凯塞效应量测地应力研究[J].采矿技术,2006,6(3):278-280.
[18]王连捷,李朋武,崔军文,等.中国大陆科学钻探主孔声发射法现今地应力状态的确定[J].中国地质,2005,32(2):259-264.
[19]黄志鹏.岩石Kaiser效应方向独立性试验研究[J].长江科学院院报,1998,15(2):8-10.
[20]邓荣贵,付小敏,徐进.三向应力下长石石英砂岩凯塞尔效应试验研究[J].成都理工大学学报,2002,29(1):97-100.
[21]Tuncay E,Ulusay R.Relation Between Kaiser Effect Levelsand Pre-stresses Applied in the Laboratory[J].Int J RockMech Mining Sci(2007),Doi:10.1016/j.ijrmms,2007,7:13.
[22]Lavrov A,Vervoort A,Wevers M,et al.Experimental andNumerical Study of the Kaiser Effect in Cyclic Brazilian Testswith Disk Rotation[J].Int J Rock Mech Min Sci,2002,39:287-302.
[23]刘峥,巫虹.岩石Kaiser效应测地应力原理中的若干问题研究[J].上海地质,2004,10(3):38-41.
[24]Lavrov A.Kaiser Effect Observation in Brittle Rock CyclicallyLoaded with Different Loading Rates[J].Mech Mater,2001,33:669-677.
[25]樊运晓.时间对大理岩凯塞尔效应的影响[J].地质力学学报,2001,7(1):92-96.
[26]席道瑛,陈普刚.应力或热疲劳对花岗岩凯塞效应的影响[J].地震地质,1995,17(2):162-166.
[27]陈忠辉,唐春安,徐小荷.岩石声发射Kaiser效应的理论和实验研究[J].中国有色金属学报,1997,7(1):9-12.
[28]傅宇方.岩石脆性破裂过程的数值模拟试验研究[D].沈阳:东北大学,2000.
[29]唐春安.岩石声发射规律数值模拟初探[J].岩石力学与工程学报,1997,16(4):368-374.
[30]傅宇方,唐春安.岩石声发射Kaiser效应的数值模拟试验研究[J].力学与实践,2000,22(6):42-44.
[31]Chen Z H,Tham L G,Xie H.Experimental and NumericalStudy of the Directional Dependency of the Kaiser Effect inGranite[J].International Journal of Rock Mechanics&Min-ing Sciences,2007,44:1 053-1 061.
[32]Chen S.Digital Image-based Numerical Modeling Method forPrediction of Inhomogeneous Rock Failure[J].InternationalJournal of Rock Mechanics&Mining Sciences,2004,41:939-957.
[33]Yue Z Q,Chen S,Tham L G.Finite Element Modeling of Geo-materials Using Digital Image Processing[J].ComputGeotech,2003,30:375-397.
[34]陈沙,岳中琦,谭国焕.基于真实细观结构的岩土工程材料三维数值分析方法[J].岩石力学与工程学报,2006,25(10):1 951-1 959.
[35]丁原辰.声发射法古应力测量问题讨论[J].地质力学学报,2000,6(2):45-52.
[36]丁原辰.测定岩石经历的最高古应力状态实验研究[J].地球科学—中国地质大学学报,2001,26(1):99-104.
[37]张倬元,王士天,王兰生.工程地质分析原理[M].第二版.北京:地质出版社,1994.
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