The effects of joint spacing on transmission characteristics of stress waves through layered composite rock masses

被引:9
作者
Fan, Lifeng [1 ]
Shi, Xiaoying [1 ]
Wang, Meng [1 ]
Yang, Qihao [1 ]
Chen, Su [1 ]
机构
[1] Beijing Univ Technol, Coll Architecture & Civil Engn, Beijing 100124, Peoples R China
基金
中国国家自然科学基金;
关键词
joint spacing; layered composite rock masses; nondimensional joint spacing; transmission coefficient; wave transmission; PARALLEL FRACTURES; PROPAGATION; ATTENUATION; BEHAVIOR; DAMAGE;
D O I
10.1002/nag.3663
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
The effects of joint spacing on the transmission characteristics of stress waves through layered composite rock masses were investigated. First, a model of layered composite rock masses containing multiple parallel joints with different media in front of and behind the joints was introduced to study multiple reflections between joints. Second, wave transmission through layered composite rock masses was investigated and compared with wave transmission through traditional layered homogeneous rock masses. Finally, the effects of joint spacing and wave impedance ratio on particle velocity transmission coefficient were discussed. The results indicate that for wave propagation through rock masses with the same joint spacing, the onset time and amplitude of the transmitted wave in layered composite rock masses are smaller than those in layered homogeneous rock masses. For wave transmission through rock masses with the same nondimensional joint spacing, the onset time of the transmitted wave in the layered composite rock masses is similar to that in the layered homogeneous rock masses, while the amplitude of the transmitted wave in the layered composite rock masses is smaller than that in the layered homogeneous rock masses. In addition, the particle velocity transmission coefficient first increases and then decreases to be constant as the joint spacing increases, while it continues to increase as the wave impedance ratio increases for wave transmission through both layered composite rock masses and layered homogeneous rock masses.
引用
收藏
页码:822 / 836
页数:15
相关论文
共 48 条
[1]  
Bedford A., 1994, INTRO ELASTIC WAVE P
[2]   Effects of multiple parallel fractures on apparent attenuation of stress waves in rock masses [J].
Cai, JG ;
Zhao, J .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2000, 37 (04) :661-682
[3]   Theoretical study for induced seismic wave propagation across rock masses during underground exploitation [J].
Chai, S. B. ;
Li, J. C. ;
Rong, L. F. ;
Li, N. N. .
GEOMECHANICS AND GEOPHYSICS FOR GEO-ENERGY AND GEO-RESOURCES, 2017, 3 (02) :95-105
[4]   Stress Wave Propagation Across a Rock Mass with Two Non-parallel Joints [J].
Chai, S. B. ;
Li, J. C. ;
Zhang, Q. B. ;
Li, H. B. ;
Li, N. N. .
ROCK MECHANICS AND ROCK ENGINEERING, 2016, 49 (10) :4023-4032
[5]   Preliminary numerical study on long-wavelength wave propagation in a jointed rock mass [J].
Chong, Song-Hun ;
Kim, Ji-Won ;
Cho, Gye-Chun ;
Song, Ki-Il .
GEOMECHANICS AND ENGINEERING, 2020, 21 (03) :227-236
[6]  
Daehnke A, 1997, Fragblast, V1, P111, DOI [10.1080/13855149709408395, DOI 10.1080/13855149709408395]
[7]   The law of blast stress wave propagation and fracture development in soft and hard composite rock [J].
Ding, Xiaohua ;
Yang, Yuqing ;
Zhou, Wei ;
An, Wen ;
Li, Jinyu ;
Ebelia, Manda .
SCIENTIFIC REPORTS, 2022, 12 (01)
[8]  
Ewing W.M., 1957, ELASTIC WAVES LAYERE
[9]   Experimental study on wave propagation through granite after high-temperature treatment [J].
Fan, L. F. ;
Yang, K. C. ;
Wang, M. ;
Wang, L. J. ;
Wu, Z. J. .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2021, 148
[10]   Wave transmission across linearly jointed complex rock masses [J].
Fan, L. F. ;
Wang, L. J. ;
Wu, Z. J. .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2018, 112 :193-200