|
|
|
| Experimental research of JMC effect on stress wave propagation and joint specific stiffness |
| CHEN Xin1,LI Jianchun2,REN Fenhua1,CAI Meifeng1 |
(1. School of Civil and Environmental Engineering,University of Science and Technology Beijing,Beijing 100083,China;
2. State Key Laboratory of Geomechanics and Geotechnical Engineering,Institute of Rock and Soil Mechanics,Chinese Academy
of Sciences,Wuhan,Hubei 430071,China) |
|
|
|
|
Abstract Joints have significant influence on the dynamic properties of rock masses. Using the apparatus of modified split Hopkinson pressure bar(SHPB),an experimental study was carried out on one dimensional stress wave propagating through the artificial granite joint. The interfaces of granite specimens were sawn to form the artificial joints with different joint match coefficients(JMCs). The incident wave across the joint and the reflected wave and transmitted wave induced by the joint were obtained with the method of two-points wave separation and then the transmission coefficients of the stress wave propagation through the joints were calculated. The relation between the pressure and closure of the joint was obtained according to the principles of SHPB test,thereby the specific stiffness of the joint was acquired. The effects of the joint match coefficients on wave propagation through the joint and on the dynamic mechanical behavior of the granite joint were discussed.
|
|
|
|
|
|
[1] 蔡美峰. 岩石力学与工程[M]. 北京:科学出版社,2002:82–87.(CAI Meifeng. Rock mechanics and engineering[M]. Beijing:Science Press,2002:82–87.(in Chinese))
[2] BANDIS S C,LUMSDEN A C,BARTON N R. Fundamentals of rock joint deformation[J]. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts,1983,20(6):249–268.
[3] COOK N G W. Natural joints in rock:mechanical,hydraulic and seismic behaviour and properties under normal stress[J]. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts,1992,29(3):198–223.
[4] JONES J P,WHITTIER J S. Waves at a flexibly bonded interface[J]. Journal of Applied Mechanics,1967,40(9):905–909.
[5] KENDALL K,TABOR D. An ultrasonic study of the area of contact between stationary and sliding surfaces[J]. Proceedings of the Royal Society of London A Mathematical Physical and Engineering Sciences,1971,323 (323):321–340.
[6] SCHOENBERG M. Elastic wave behavior across linear slip interfaces[J]. Journal of the Acoustical Society of America,1980,68(5):1 516–1 521.
[7] 李 宁,陈蕴生,辛有良. 岩体节理刚度系数的现场声波测试[J]. 应用力学学报,1998,15(3):119–123.((LI Ning,CHEN Yunsheng,XIN Youliang. Onsite acoustic test study on the stiffness coefficients of joints in rock masses[J]. Chinese Journal of Applied Mechanics,1998,15(3):119–123. (in Chinese))
[8] 赵 坚,蔡军刚,赵晓豹,等. 弹性纵波在具有非线性法向变形本构关系的节理处的传播特征[J]. 岩石力学与工程学报,2003,22(1):9–17.(ZHAO Jian,CAI Jungang,ZHAO Xiaobao,et al. Transmission of elastic P-waves across single fracture with nonlinear normal deformation behavior[J]. Chinese Journal of Rock Mechanics and Engineering,2003,22(1):9–17.(in Chinese))
[9] SINHA U N,SINGH B. Testing of rock joints filled with gouge using a triaxial apparatus[J]. International Journal of Rock Mechanics and Mining Sciences,2000,37(6):963–981.
[10] BROWN E T. Rock characterization,testing and monitoring:ISRM suggested methods[M]. Oxford:Pergamon Press,1981:330–353.
[11] 赵 坚. 岩石节理吻合系数及其对节理特性的影响[J]. 岩石力学与工程学报,1997,16(6):514–521.(ZHAO Jian. The rock joint matching coefficient and its effect on joint property[J]. Chinese Journal of Rock Mechanics and Engineering,1997,16(6):514–521. (in Chinese))
[12] XIA C C,YUE Z Q,THAM L G,et al. Quantifying topography and closure deformation of rock joints[J]. International Journal of Rock Mechanics and Mining Sciences,2003,40(2):197–220.
[13] 茹忠亮,蒋宇静. 弹性纵波入射粗糙节理面透射性能研究[J]. 岩石力学与工程学报,2008,27(12):2 535–2 539.(RU Zhongliang,JIANG Yujing. Research on transmission behaviors of rough joint surfaces with elastic P-wave incidence[J]. Chinese Journal of Rock Mechanics and Engineering,2008,27(12):2 535–2 539.(in Chinese))
[14] LI J C,LI H B,ZHAO J. Study on wave propagation across a single rough fracture by the modified thin-layer interface model[J]. Journal of Applied Geophysics,2014,110:106–114.
[15] 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):1 055–1 060.
[16] 鞠 杨,李业学,谢和平,等. 节理岩石的应力波动与能量耗散[J]. 岩石力学与工程学报,2006,25(12):2 426–2 434.(JU Yang,LI Yexue,XIE Heping,et al. Stress wave propagation and energy dissipation in jointed rocks[J]. Chinese Journal of Rock Mechanics and Engineering,2006,25(12):2 426–2 434.(in Chinese))
[17] XIA K,NASSERI M H B,MOHANTY B,et al. Effects of microstructures on dynamic compression of Barre granite[J]. International Journal of Rock Mechanics and Mining Sciences,2008,45(6):879–887.
[18] 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):2 445–2 452. (ZHOU Zilong,LI Xibing,YAN Xiaoming. Loading condition for specimen deformation at constant strain rate in SHPB test of rocks[J]. Chinese Journal of Rock Mechanics and Engineering,2009,28(12):2 445–2 452.(in Chinese))
[19] LI J C,MA G W. Experimental study of stress wave propagation across a filled rock joint[J]. International Journal of Rock Mechanics and Mining Sciences,2009,46(3):471–478.
[20] 李夕兵,宫凤强,周子龙,等. 岩石类材料SHPB实验中的几个关键问题[C]// 第六届全国爆炸力学实验技术学术会议论文集. [S.l.]:[s.n.],2010:1–14.(LI Xibing,GONG Fengqiang,ZHOU Zilong,et al. The key issues in the SHPB tests using rock-like materials[C]// Proceedings of the 6th National Conference on Experimental Techniques in Mechanics of Explosion. [S.l.]:[s.n.],2010:1–14. (in Chinese))
[21] DAI F,HUANG S,XIA K,et al. Some fundamental issues in dynamic compression and tension tests of rocks using split Hopkinson pressure bar[J]. Rock Mechanics and Rock Engineering,2010,43(6):657–666.
[22] WU W,LI J C,ZHAO J. Loading rate dependency of dynamic responses of rock joints at low loading rate[J]. Rock Mechanics and Rock Engineering,2011,45(3):421–426.
[23] CHEN X,LI J C,CAI M F,et al. Experimental study on wave propagation across a rock joint with rough surface[J]. Rock Mechanics and Rock Engineering,2015,48(6):2 225–2 234.
[24] ZHAO H,GARY G. A new method for the separation of waves. Application to the SHPB technique for an unlimited duration of measurement[J]. Journal of the Mechanics and Physics of Solids,1997,45(96):1 185–1 202.
[25] MENG H,LI Q M. An SHPB set-up with reduced time-shift and pressure bar length[J]. International Journal of Impact Engineering,2003,28(6):677–696.
[26] PYRAK-NOLTE L J,MYER L R,COOK N G W. Transmission of seismic waves across single natural fractures[J]. Journal of Geophysical Research,1990,95(B6):8 617–8 638.
[27] PYRAK-NOLTE L J. Seismic visibility of fractures[R]. San Francisco,CA,USA:University of California,Berkeley,1988. |
|
|
|