Effect of combined dip angle on dynamic mechanical properties of combined rock mass with hard and soft media
WANG Yanbing1,SONG Jiahui1,YANG Liu1,ZOU Baoping2,REN Bin1,LI Linqing1
(1. School of Mechanics and Civil Engineering,China University of Mining and Technology(Beijing),Beijing 100083,China;
2. School of Civil Engineering and Architecture,Zhejiang University of Science and Technology,
Hangzhou,Zhejiang 310023,China)
Abstract:In order to explore the dynamic response characteristics of the rock mass with different combined dip angles under impact load,the dynamic impact tests of the rock mass with six different combined dip angles of granite and sandstone were carried out by using the separated Hopkinson pressure bar(SHPB),high-speed camera and discrete lattice spring method(DLSM). The stress wave propagation characteristics,stress-strain curve difference,energy dissipation law,damage evolution characteristics and the relationship between total kinetic energy and crack propagation of rock mass with six different combination dip angles were studied. The results show that the dynamic mechanical properties and energy dissipation law of the combined rock mass are related to the combined dip angle. When the combined dip angle increases from 0° to 75°,the transmitted wave amplitude,peak stress and dynamic elastic modulus of the specimen increase first and then decrease,while the reflected wave amplitude decreases first and then increases. When the combined dip angle is in the range of 45°–60°,the combined rock mass of hard and soft medium is easy to be destroyed. Combined dip angle will not only hinder the stress wave propagation but also affect the stress change of rock on both sides of the bonding surface,resulting in secondary loading phenomenon of rock on both sides of the bonding surface. The damage value of rock mass presents an inverted "V" shape with the increase of combination dip angle,and the damage value is the highest in the range of 45°–60°. The larger the combined dip angle is,the lower the total kinetic energy in the rock mass failure process,the less cracks,and the smaller the deformation and displacement of the specimen.
王雁冰1,宋佳辉1,杨 柳1,邹宝平2,任 斌1,李林青1. 组合倾角对软硬介质组合岩体动态力学特性的影响[J]. 岩石力学与工程学报, 2024, 43(S1): 3342-3353.
WANG Yanbing1,SONG Jiahui1,YANG Liu1,ZOU Baoping2,REN Bin1,LI Linqing1. Effect of combined dip angle on dynamic mechanical properties of combined rock mass with hard and soft media. , 2024, 43(S1): 3342-3353.
[1] 王明洋,钱七虎. 爆炸应力波通过组合裂隙带的衰减规律[J]. 岩土工程学报,1995,17(2):42–46.(WANG Mingyong,QIAN Qihu. Attenuation law of explosive wave propagation in cracks[J]. Chinese Journal of Geotechnical Engineering,1995,17(2):42–46. (in Chinese))
[2] LIU H Y,HUANG Y S,DAN Z M. Test study on effect of joint on rock mass mechanical property[J]. Applied Mechanics and Materials,2012,2156(256):235–239.
[3] TANG L X. Effects of joints inclination angle on failure properties of rock masses under directly tensile[C]// Proceedings of the 2015 6th International Conference on Manufacturing Science and Engineering. [S.l.]:[s.n.],2015.
[4] ZHANG L M,LU S R,LIU H Y. Test study on dynamic mechanical property of jointed rock mass[J]. Advanced Materials Research,2013,868:282–286.
[5] 王建国,梁书锋,高全臣,等. 节理倾角对类岩石冲击能量传递影响的试验研究[J]. 中南大学学报:自然科学版,2018,49(5):1 237–1 243.(WANG Jianguo,LINAG Shufeng,GAO Quanchen,et al. Experimental study of jointed angles impact on energy transfer characteristics of simulated rock material[J]. Journal of Central South University:Science and Technology,2018,49(5):1 237–1 243.(in Chinese))
[6] SONG L B,WANG G,WANG X K,et al. The Influence of Joint Inclination and Opening Width on Fracture Characteristics of Granite under Triaxial Compression[J]. International Journal of Geomechanics,2022,(5):22.
[7] 李树忱,汪 雷,李术才,等. 不同倾角贯穿节理类岩石试件峰后变形破坏试验研究[J]. 岩石力学与工程学报,2013,32(Supp.2):3 391–3 395.(LI Shuchen,WANG Lei,LI Shucai,et al. Post-peak deformation and failure experimental study of rock-like specimens with different inclination angles persistent joints[J]. Chinese Journal of Rock Mechanics and Engineering,2013,32(Supp.2):3 391–3 395. (in Chinese))
[8] 陈 新,廖志红,李德建. 节理倾角及连通率对岩体强度、变形影响的单轴压缩试验研究[J]. 岩石力学与工程学报,2011,30(4):781–789.(CHEN Xin,LIAO Zhihong,LI Dejian. Experimental study of effects of joint inclination angle and connectivity rate on strength and deformation properties of rock masses under uniaxial compression[J]. Chinese Journal of Rock Mechanics and Engineering,2011,30(4):781–789.(in Chinese))
[9] LI D Y,HAN Z Y,ZHU Q Q,et al. Stress wave propagation and dynamic behavior of red sandstone with single bonded planar joint at various angles[J]. International Journal of Rock Mechanics and Mining Sciences,2019,117:162–170.
[10] QIU J D,LI D Y,LI X B,et al. Dynamic fracturing behavior of layered rock with different inclination angles in SHPB tests[J]. Shock and Vibration,2017,2017:1–12.
[11] 李地元,邱加冬,李夕兵. 冲击载荷作用下层状砂岩动态拉压力学特性研究[J]. 岩石力学与工程学报,2015,34(10):2 091–2 097. (LI Diyuan,QIU Jiadong,LI Xibing. Experimental study on dynamic tensile and compressive properties of bedding sandstone under impact loading[J]. Chinese Journal of Rock Mechanics and Engineering,2015,34(10):2 091–2 097.(in Chinese))
[12] DAI F,HUANG S,XIA K W,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.
[13] WANG L M,ZHAO A,HUA A Z,et al. Research on SHPB testing technique for brittle material[J]. Chinese Journal of Rock Mechanics and Engineering,2003,22(11):1 789–1 802.
[14] TAO J L,TIAN C J,CHEN Y Z,et al. Investigation of experimental method to obtain constant strain rate of specimen in SHPB[J]. Explosion and Shock Waves,2004,24(5):413–418.
[15] 卢芳云,陈玉亮. 霍普金森杆实验技术[M]. 北京:科学出版社,2013:36–38.(LU Fangyun,CHEN Yuliang. Hopkinson bar techniques[M]. Beijng:Science Press,2013:36–38.(in Chinese))
[16] LI J C,YUAN W,LI H B,et al. Study on dynamic shear deformation behaviors and test methodology of sawtooth-shaped rock joints under impact load[J]. International Journal of Rock Mechanics and Mining Sciences,2022,(1):158.
[17] TAO J L,TIAN C J,CHEN Y Z,et al. Investigation of experimental method to obtain constant strain rate of specimen in SHPB[J]. Explosion and Shock Waves,2004,24(5):413–418.
[18] 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))
[19] 赵高峰,乔 磊,张玉良,等. 适用于非均质岩石破坏模拟的偏心四维弹簧模型[J]. 清华大学学报:自然科学版,2021,61(8):818–826.(ZHAO Gaofeng,QIAO Lei,ZHANG Yuliang,et al. Eccentric four-dimensional lattice spring model for heterogeneous rock fracturing[J]. Journal of Tsinghua University:Science and Technology,2021,61(8):818–826.(in Chinese))
[20] 王雁冰. 爆炸的动静作用破岩与动态裂纹扩展机制研究[博士学位论文][D]. 北京:中国矿业大学(北京),2016.(WANG Yanbin. Study on the mechanism of rock crushing under dynamic-static effect in the explosion and dynamic crack propagation[Ph. D. Thesis][D]. Beijing:China University of Mining and Technology(Beijing),2016.(in Chinese))