Rock and Soil Mechanics ›› 2025, Vol. 46 ›› Issue (6): 1687-1699.doi: 10.16285/j.rsm.2024.1056

• Fundamental Theory and Experimental Research • Previous Articles     Next Articles

Analysis of stress concentration characteristics at rock joint ends under stress wave disturbance

XU Ming1, 2, YUAN Bang-guo1, CAI Yu3, LIU Xian-shan1, 2, GAN Feng-fan4, YUAN Dong-hao1   

  1. 1. School of Civil Engineering, Chongqing University, Chongqing 400045, China; 2. National Joint Engineering Research Center of Geohazards Prevention in the Reservoir Areas, Chongqing University, Chongqing 400045, China; 3. Chongqing Design Group Co., Ltd., Chongqing 401120, China; 4. China Railway Eryuan Engineering Group Co., Ltd., Chengdu, Sichuan 610031, China
  • Received:2024-08-26 Accepted:2024-10-29 Online:2025-06-11 Published:2025-06-09
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (52279094) and the Key Research and Development Program of Guangxi (AB20238036).

Abstract: To analyze the stress concentration effect at rock joint ends under dynamic disturbance, a modified hyperbolic model of non-uniform joint normal stiffness distribution is introduced, based on the compression closure and elliptical shape characteristics of rock joints. Factors such as in-situ stress, joint inclination angle, and joint length are considered to compare and analyze joint surface stress and end stress concentration effect under P wave and SV wave disturbances. Results indicate that considering joint morphology, the closer to the joint ends, the greater the disturbance amplitude of the stress wave on the joint surface’s normal stress, and the reduction effect of joint on the stress wave diminishes, resembling the propagation effect in intact rock. The stress concentration effect at the joint ends is positively correlated with the compressive stress and shear stress on the joint surface, but the stress concentration effect at the joint end caused by compressive stress is more significant. Considering the characteristics of joint morphology, the fluctuation of stress concentration effect at the end with the incidence of stress wave is more obvious than that of ignoring the joint morphology, increasing the likelihood of damage. Therefore, considering the joint morphology is more conducive to the analysis of engineering safety. Under the same conditions, P wave primarily causes the change of normal stress on the joint surface, while SV wave primarily causes the change of shear stress. Analysis of the joint end extension point shows that as the incident angle of the stress wave increases, the effect of SV wave on the shear stress at the monitoring point weakens, while its effect on normal stress strengthens, opposite to the effect of P wave. The horizontal displacement is positively correlated with the normal stress value, and the vertical displacement increases with the increase of the shear stress. When the joint experiences tensile shear stress, normal stress in most end areas is tensile, whereas it is primarily compressive in the compressive shear state.

Key words: stress concentration, elliptical joints, stress wave propagation, normal stiffness

CLC Number: 

  • P642
[1] LIU Jie, ZHONG Lun-wei, ZHONG Zhen, ZHANG Xian-shang, LONG Qing-ming, YING Peng, . Numerical simulation of nonlinear flow behavior of fractures in rock subjected to shear under constant normal stiffness boundary conditions [J]. Rock and Soil Mechanics, 2025, 46(6): 1919-1933.
[2] SONG Yang, WANG He-ping, ZHANG Wei-dong, ZHAO Li-cai, ZHOU Jian-hua, MAO Jing-han, . Shear characteristics of anchored filling jointed rock mass under constant normal stiffness [J]. Rock and Soil Mechanics, 2024, 45(9): 2695-2706.
[3] LIU Shang, LIU Ri-cheng, LI Shu-chen, YU Li-yuan, HU Ming-hui. Experimental study on evolution of normal stiffness of granite joints treated by chemical corrosion [J]. Rock and Soil Mechanics, 2023, 44(9): 2509-2524.
[4] JIN Jie-fang, ZHANG Ya-chen, LIU Kang, ZHANG Rui, LI Yun-hao, . Effect of gradient stress on stress wave propagation characteristics of red sandstone [J]. Rock and Soil Mechanics, 2023, 44(4): 952-964.
[5] TIAN Shi-xuan, GUO Bao-hua, SUN Jie-hao, CHENG Tan, . Effect of shear rate on shear mechanical properties of rock-like joints under different boundary conditions [J]. Rock and Soil Mechanics, 2023, 44(2): 541-551.
[6] WANG Xue-bin, XUE Cheng-yu, CEN Zi-hao, CHEN Shuang-yin, LIU Tong-xin, . Studies of the normal stiffness coefficient of the potential contact method and modeling of strata motion processes [J]. Rock and Soil Mechanics, 2022, 43(6): 1694-1704.
[7] JIANG Quan, LI Li-fu, FENG Xia-ting, LI Shao-jun, QIN Wei-min, CHEN La-chun, . High pressure shearing servo testing system for rock joint with multi modes and corresponding function test analysis [J]. Rock and Soil Mechanics, 2020, 41(9): 3159-3169.
[8] XIA Cai-chu, YU Qiang-feng, QIAN Xin, GUI Yang, ZHUANG Xiao-qing. Experimental study of shear-seepage behaviour of rock joints under constant normal stiffness [J]. Rock and Soil Mechanics, 2020, 41(1): 57-66.
[9] LIU Zhong-xian, WANG Zhi-kun, LIANG Jian-wen, WANG Chu-chu, . Method of fundamental solution based on complete spherical wave potential solutions to 3-D elastic wave scattering and dynamic stress [J]. Rock and Soil Mechanics, 2019, 40(7): 2730-2738.
[10] LI Tong, FENG Xia-ting, WANG Rui, XIAO Ya-xun, WANG Yong, FENG Guang-liang, YAO Zhi-bin, NIU Wen-jing, . Characteristics of rockburst location deflection and its microseismic activities in a deep tunnel [J]. Rock and Soil Mechanics, 2019, 40(7): 2847-2854.
[11] WANG Shen, LI Hua-min, LI Dong-yin, WANG Wen, . The effect of rib on load transfer of the thread steel resin bolt [J]. , 2018, 39(8): 2805-2813.
[12] LU Qing-yuan, LUO Qiang, JIANG Liang-wei, . Calculation of stress ratio of rigid pile to composite embankment [J]. , 2018, 39(7): 2473-2482.
[13] WANG Shuai-shuai, GAO Bo, FAN Kai-xiang, SHEN Yu-sheng, ZHANG Tao,. Damping mechanism of shallow cylindrical parallel tunnel with grouting reinforcement zone [J]. , 2018, 39(2): 683-690.
[14] FENG Da-kuo, ZHANG Jian-min, . Influence of normal stiffness on 3D monotonic and cyclic behaviors of a gravel-structure interface [J]. , 2018, 39(11): 3929-3936.
[15] LIU Shi-wei, SHENG Qian, GONG Yan-feng, LENG Xian-lun, CHEN Zi-jing, LI Jian-he,. A method for determinating shear strength using shear stress concentration factor and its engineering application [J]. , 2017, 38(S1): 53-60.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!