夏开文;周传波;
XIA Kai-wen;ZHOU Chuan-bo;State Key Laboratory of Hydraulic Engineering Simulation and Safety,School of Civil Engineering,Tianjin University;Department of Civil Engineering,University of Toronto;Faculty of Engineering,China University of Geosciences(Wuhan);

• 1:天津大学水利仿真与安全国家重点实验室及建筑工程学院
• 2:多伦多大学土木工程系
• 3:中国地质大学(武汉)工程学院

摘要(Abstract)：

岩石工程实践中,受动力荷载的作用现象比较普遍,例如工程爆破、自然地震及岩爆等。为了工程安全并兼顾经济效益的最大化,在这些工程问题的设计和施工中需要使用准确的岩石动态力学破坏强度及断裂韧度等力学性质。由于岩石动力测试较静态测试复杂得多,国际岩石力学学会岩石动力学专业委员会(ISRM-CRD)2012年才首次推出了岩石动态测试推荐方法,包括岩石动态压缩、动态拉伸及动态断裂方法。夏开文近几年在岩石动力实验室测量方面做了一系列工作,得到了国际同行广泛的认可,并执笔编写了ISRM动力测试推荐方法。夏开文作为新一届的国际岩石力学学会岩石动力学专业委员会(2011²015)主席,负责继续推动把更多切实有效的岩石动力测试方法建议为国际岩石力学学会(ISRM)推荐方法。在此背景下,我们结合多年来的研究工作,总结一些准确可靠的岩石动力学测试方法,希望能被应用到我国的工程爆破实践中,以期进一步提高我国工程爆破施工的高效性和安全性。
It is common for rocks subjected to dynamic loadings in various rock engineering practices, such as blasting,earthquakes and rock bursts.In order to ensure safety and to maximize benefit in these applications,it is crucial to use accurate dynamic strength and fracture properties of rocks during both design and operation stages.Due to complexities in experimental design,instrumentation and data interpretation,it is not until 2012that the International Society for Rock Mechanics-Commission on Rock Dynamics(ISRM-CRD)proposed the first ever three dynamic testing methods,including dynamic compression,dynamic Brazil test,and dynamic notched semi-circular bend test.Kaiwen Xia has conducted a series of dynamic rock tests,which has been recognized by the international community of rock mechanics.He thus was in charge of writing these new ISRM suggested methods for rock dynamic tests.As the president of the new ISRM-CRD,Kaiwen Xia is responsible for proposing more ISRM suggested methods for rock dynamic tests.In this review,several accurate and reliable rock dynamic test methods were discussed.It is hoped that these methods will be used by blasting engineering in China and the measurement results will be widely used in blasting designs to improve the efficiency and safety of blasting in China.

关键词(KeyWords)： 岩石动力学性质;霍普金森杆;岩石动态强度;动态测试标准
Rock dynamic properties;Hopkinson bar;Dynamic strength of rock;ISRM suggested methods for rock dynamic tests

Abstract:

Keywords:

基金项目(Foundation): 国家自然科学基金项目(41372312;51228902)

作者(Authors): 夏开文;周传波;
XIA Kai-wen;ZHOU Chuan-bo;State Key Laboratory of Hydraulic Engineering Simulation and Safety,School of Civil Engineering,Tianjin University;Department of Civil Engineering,University of Toronto;Faculty of Engineering,China University of Geosciences(Wuhan);

参考文献(References)：

• [1]Rinehart J S.Dynamic Fracture Strength of Rocks[C]∥Fairhurst C.Proceedings of 7th US Symposium Rock Mechanics.New York:Society of Mining,Metallurgical and Petroleum Engineers,1965:205-208.
• [2]Zhou Y X,Xia K,Li X B,et al.Suggested Methods for Determining the Dynamic Strength Parameters and Mode-I Fracture Toughness of Rock Materials[J].International Journal of Rock Mechanics and Mining Sciences,2012,49:105-112.
• [3]Gray G T.Classic Split-Hopkinson Pressure Bar Testing[C]∥Kuhn H,Medlin D.ASM Handbook,Mechanical Testing and Evaluation.Ohio:ASM International,2000:462-476.
• [4]Lindholm U S,Yeakley L M,Nagy A.Dynamic Strength and Fracture Properties of Dresser Basalt[J].International Journal of Rock Mechanics and Mining Sciences,1974,11(5):181-191.
• [5]Grady D E,Hollenbach R E.Dynamic Fracture Strength of Rock[J].Geophysical Research Letters,1979,6(2):73-76.
• [6]吴绵拔.加载速率对岩石断裂韧度的影响[J].力学与实践,1986,8(4):21-23.
• [7]李夕兵.岩石冲击动力学[M].长沙:中南大学出版社,1994.
• [8]李战鲁,王启智.加载速率对岩石动态断裂韧度影响的实验研究[J].岩土工程学报,2006,28(12):2116-2120.
• [9]Frew D J,Forrestal M J,Chen W.A Split Hopkinson Pressure Bar Technique to Determine Compressive Stress-strain Data for Rock Materials[J].Experimental Mechanics,2001,41(1):40-46.
• [10]Goldsmith W,Sackman J L,Ewert C.Static and Dynamic Fracture Strength of Barre Granite[J].International Journal of Rock Mechanics and Mining Sciences,1976,13(11):303-309.
• [11]Xia K,Nassari M H B,Mohanty B,et al.Effects of Micro-structures on Dynamic Compression of Barre Granite[J].International Journal of Rock Mechanics and Mining Science,2008,45(6):879-887.
• [12]Gray G T,Blumenthal W R.Split-Hopkinson Pressure Bar Testing of Soft Materials[C]∥Kuhn H,Medlin D.ASM Handbook,Mechanical Testing and Evaluation.Ohio:ASM International,2000:1093-1114.
• [13]胡时胜.材料动力学实验技术[C]∥王礼立,余同希,李永池.冲击动力学进展.合肥:中国科学技术大学出版社,1992:379-413.
• [14]Kolsky H.An Investigation of the Mechanical Properties of Materials at Very High Rates of Loading[J].Proceedings of the Royal Society,Section B,1949,62(11):676-700.
• [15]Kolsky H.Stress Waves in Solids[M].Oxford:Clarendon Press,1953.
• [16]Frantz C E,Follansbee P S,Wright W J.New Experimental Techniques with the Split Hopkinson Pressure Bar[C]∥Berman I,Schroeder J W.8th International Conference on High Energy Rate Fabrication.San Antonio:ASME,1984:17-21.
• [17]Christensen R J,Swanson S R,Brown W S.Split Hopkinson Bar Tests on Rock Under Confining Pressure[J].Experimental Mechanics,1972,12(11):508-541.
• [18]Li X B,Lok T S,Zhao J,et al.Oscillation Elimination in the Hopkinson Bar Apparatus and Resultant Complete Dynamic Stress-strain Curves for Rocks[J].International Journal of Rock Mechanics and Mining Sciences,2000,37(7):1055-1060.
• [19]寇绍全,虞吉林,杨根宏.石灰岩中应力波衰减机制的试验研究[J].力学学报,1982,18(6):582-589.
• [20]方新宇,许金余,刘石,等.岩石SHPB试验中子弹形状对加载波形的数值模拟[J].地下空间与工程学报,2013,9(5):1000-1005.
• [21]高科.岩石SHPB实验技术数值模拟分析[D].长沙:中南大学,2009.
• [22]赵习金,卢芳云,王悟,等.入射波整形技术的实验和理论研究[J].高压物理学报,2004,18(3):231-236.
• [23]刘德顺,李夕兵.冲击机械系统动力学[M].北京:科学出版社,1999.
• [24]周子龙,李夕兵,岩小明.岩石SHPB测试中试样恒应变率变形的加载条件[J].岩石力学与工程学报,2009,28(12):2445-2452.
• [25]刘剑飞,胡时胜,胡元育,等.花岗岩的动态压缩实验和力学性能研究[J].岩石力学与工程学报,2000,19(5):618-621.
• [26]刘剑飞,胡时胜,王道荣.用于脆性材料的Hopkinson压杆的动态实验新方法[J].实验力学,2001,16(3):283-289.
• [27]夏昌敬,桂乐乐,谭金彪,等.冲击载荷作用下岩石动态力学性能的数值分析[J].弹道学报,2009,21(3):11-14.
• [28]Duffy J,Campbell J,Hawley R.On the Use of a Torsional Split Hopkinson Bar to Study Rate Effects in1100-0Aluminum[J].Journal of Applied Mechanics,1971,38(1):83-91.
• [29]Nemat-Nasser S,Isaacs J B,Starrett J E.Hopkinson Techniques for Dynamic Recovery Experiments[J].Proceedings of the Royal Society of London Series A:Mathematical and Physical Sciences,1991,435(1894):371-391.
• [30]Wu X,Gorham D.Stress Equilibrium in the Split Hopkinson Pressure Bar Test[J].Le Journal de Physique IV,1997,7(C3):91-96.
• [31]Frew D J,Forrestal M J,Chen W.Pulse Shaping Techniques for Testing Brittle Materials with a Split Hopkinson Pressure Bar[J].Experimental Mechanics,2002,42(1):93-106.
• [32]孟益平,胡时胜.混凝土材料冲击压缩试验中的一些问题[J].实验力学,2003,18(1):108-112.
• [33]胡时胜.动态加载装置和动态测试技术[J].实验力学,1987,2(1):27-43.
• [34]卢芳云,Chen W,Frew D J.软材料的SHPB实验设计[J].爆炸与冲击,2002,22(1):15-19.
• [35]徐明利,张若棋,张光莹.SHPB实验中试件内早期应力平衡分析[J].爆炸与冲击,2003,23(3):235-240.
• [36]翟越,马国伟,赵均海,等.花岗岩和混凝土在单轴冲击压缩荷载下的动态性能比较[J].岩石力学与工程学报,2007,26(4):762-768.
• [37]许金余,李为民,范飞林,等.地质聚合物混凝土的冲击力学性能研究[J].振动与冲击,2009,28(1):46-50.
• [38]刘军忠,许金余,吕晓聪,等.冲击压缩荷载下角闪岩的动态力学性能试验研究[J].岩石力学与工程学报,2009,28(10):2113-2120.
• [39]宋博,姜锡权,陈为农.霍普金森压杆实验中的脉冲整形技术[C]∥中国科学技术大学冲击动力学实验室.第三届全国爆炸力学实验技术交流会论文集.合肥:安徽省力学学会,2004:1-70.
• [40]陈荣,卢芳云,林玉亮,等.单脉冲加载的Hopkinson压杆实验中预留缝隙确定方法的研究[J].高压物理学报,2008,22(2):187-191.
• [41]陈荣,卢芳云,林玉亮,等.分离式Hopkinson压杆实验技术研究进展[J].力学进展,2009,39(5):576-587.
• [42]Xia K,Chen R,Huang S,et al.Controlled Multipulse Loading with a Stuffed Striker in Classical Split Hopkinson Pressure Bar Testing[J].Review of Scientific Instruments,2008,79(5):053906.
• [43]Song B,Chen W.Loading and Unloading Split Hopkinson Pressure Bar Pulse-shaping Techniques for Dynamic Hysteretic Loops[J].Experimental Mechanics,2004,44(6):622-627.
• [44]Harding J,Wood E D,Campbell J D.Tensile Testing of Material at Impact Rates of Strain[J].Journal of Mechanical Engineering Science,1960,2(2):88-96.
• [45]Lindholm U S,Yeakley L M.High Strain Rate Testing:Tension and Compression[J].Experimental Mechanics,1968,8(1):1-9.
• [46]Nicholas T.Tensile Testing of Materials at High-rates of Strain[J].Experimental Mechanics,1981,21(5):177-185.
• [47]Albertini C,Montagnani M.Testing Techniques Based on the Split Hopkinson Bar[C]∥Harding J.Institute of Physics Conference Series No 21.Oxford:Taylor&Francis Group,1974:12-16.
• [48]Ogawa K.Impact-tension Compression Test by Using a Split-Hopkinson Bar[J].Experimental Mechanics,1984,24(2):81-86.
• [49]Chen W,Lu F,Cheng M.Tension and Compression Tests of Two Polymers under Quasistatic and Dynamic Loading[J].Polymer Testing,2002,21(2):113-121.
• [50]李红莲,贾嫒,卢英,等.高应变率SHTB实验若干问题探讨[C]∥黄风雷,张庆明.第九届全国冲击动力学学术会议论文集(上册).焦作:中国力学学会爆炸力学专业委员会冲击动力学专业组,2009:225-228.
• [51]胡时胜,邓德涛,任小彬.材料冲击拉伸实验的若干问题探讨[J].实验力学,1998,13(1):9-14.
• [52]宫凤强,李夕兵,饶秋华,等.岩石SHPB试验中确定试样尺寸的参考方法[J].振动与冲击,2013,32(17):24-28.
• [53]Howe S,Goldsmith W,Sackman J.Macroscopic Static and Dynamic Mechanical Properties of Yule Marble[J].Experiment Mechanics,1974,14(9):337-346.
• [54]Goldsmith W,Sackman J L,Ewerts C.Static and Dynamic Fracture Strength of Barre Granite[J].International Journal of Rock Mechanics and Mining Sciences&Geomechanics Abstracts,1976,13(11):303-309.
• [55]Huang S,Chen R,Xia K W.Quantification of Dynamic Tensile Parameters of Rocks Using a Modified Kolsky Tension Bar Apparatus[J].Journal Rock Mechanics Geotech Engineering,2010,2(2):162-168.
• [56]Iqbal M,Mohanty B,Xia K.Dynamic Tensile Strength and Mode-I Fracture Toughness in Granitic Rocks[C]∥SEM.Proceedings of the XIth International Congress and Exposition.Orlando,Florida:Society for Experimental Mechanics Inc.,2008:14-18.
• [57]Dai F,Xia K W,Tang L Z.Rate Dependence of the Flexural Tensile Strength of Laurentian Granite[J].International Journal of Rock Mechanics and Mining Sciences,2010,47(3):469-475.
• [58]马文伟,赵光明,孟祥瑞.岩石SHPB劈裂分析理论研究[J].西安科技大学学报,2013,33(3):283-290.
• [59]苏碧军,王启智.平台巴西圆盘试样岩石动态拉伸特性的试验研究[J].长江科学院院报,2004,21(1):22-25.
• [60]王启智,吴礼舟.用平台巴西圆盘试样确定脆性岩石的弹性模量,拉伸强度和断裂韧度——第二部分:试验结果[J].岩石力学与工程学报,2004,23(2):199-204.
• [61]Wang Q Z,Xing L.Determination of Fracture Toughness KIC by Using the Flattened Brazilian Disk Specimen for Rocks[J].Engineering Fracture Mechanics,1999,64(2):193-201.
• [62]李伟,谢和平,王启智.大理岩动态劈裂拉伸的SHPB实验研究[J].爆炸与冲击,2006,26(1):12-20.
• [63]宋小林,王启智,谢和平.高温后大理岩动态劈裂试样的破坏应变[J].四川大学学报(工程科学版),2008,40(1):38-41.
• [64]Yashima S,Morohashi S,Saito F.Single-particle Crushing Under Slow Rate of Loading[J].Science Reports of the Research Institutes Tohoku University Series a-physics Chemistry and Metallurgy,1979,28(1):116-133.
• [65]Li Z H,Bi X P,Lambros J,et al.Dynamic Fiber Debonding and Frictional Push-out in Model Composite Systems:Experimental Observations[J].Experimental Mechanics,2002,42(4):417-425.
• [66]Dabboussi W,Nemes J A.Modeling of Ductile Fracture Using the Dynamic Punch Test[J].International Journal of Mechanical Sciences,2005,47(8):1282-1299.
• [67]Qu J B,Dabboussi W,Hassani F,et al.Effect of Microstructure on Static and Dynamic Mechanical Property of a Dual Phase Steel Studied by Shear Punch Testing[J].Isij International,2005,45(11):1741-1746.
• [68]Huang S,Feng X T,Xia K.A Dynamic Punch Method to Quantify the Dynamic Shear Strength of Brittle Solids[J].Review of Scientific Instruments,2011,82(5):053901.
• [69]ASTM Standard E399-90.Standard Test Method for Plane Strain Fracture Toughness of Metallic Materials.Annual Book of ASTM Standards[S].Pennsylvania:ASTM International,2002.
• [70]Chen R,Xia K,Dai F,et al.Determination of Dynamic Fracture Parameters Using a Semi-circular Bend Technique in Split Hopkinson Pressure Bar Testing[J].Engineering Fracture Mechanics,2009,76(9):1268-1276.
• [71]Fowell R J,Hudson J A,Xu C,et al.Suggested Method for Determining Mode-I Fracture Toughness Using Cracked Chevron-Notched Brazilian Disc(CCNBD)Specimens[J].International Journal of Rock Mechanics and Mining Sciences&Geomechanics Abstracts,1995,32(1):57-64.
• [72]Dai F,Chen R,Iqbal M J,et al.Dynamic Cracked Chevron Notched Brazilian Disc Method for Measuring Rock Fracture Parameters[J].International Journal of Rock Mechanics and Mining Sciences,2010,47(4):606-613.
• [73]满轲,周宏伟,谢敬礼.平台CCNBD-SHPB动态断裂韧性试验方法研究[J].金属矿山,2010,39(4):6-9.
• [74]吴礼舟,王启智,贾学明.用人字形切槽巴西圆盘(CCNBD)确定岩石断裂韧度及其尺度律[J].岩石力学与工程学报,2004,23(3):383-390.
• [75]贾学明,王启智.标定ISRM岩石断裂韧度新型试样CCNBD的应力强度因子[J].岩石力学与工程学报,2003,22(8):1227-1233.
• [76]贾学明,王启智.断裂韧度试样CCNBD宽范围应力强度因子标定[J].岩土力学,2004,24(6):907-912.
• [77]Wang Q Z.Stress Intensity Factors of the ISRM Suggested CCNBD Specimen Used for Mode-I Fracture Toughness Determination[J].International Journal of Rock Mechanics and Mining Sciences,1998,35(7):977-982.
• [78]Dai F,Xia K,Zheng H,et al.Determination of Dynamic Rock Mode-I Fracture Parameters Using Cracked Chevron Notched Semi-circular Bend Specimen[J].Engineering Fracture Mechanics,2011,78(15):2633-2644.
• [79]Dai F,Chen R,Xia K.A Semi-circular Bend Technique for Determining Dynamic Fracture Toughness[J].Experimental Mechanics,2010,50(6):783-791.