Rock and Soil Mechanics ›› 2024, Vol. 45 ›› Issue (S1): 167-177.doi: 10.16285/j.rsm.2023.0180

• Fundamental Theory and Experimental Research • Previous Articles     Next Articles

Experimental study of direct shear failure characteristics of sandstone joints based on characteristic parameters of acoustic emission

SUN Jie-hao1, 2, GUO Bao-hua1, TIAN Shi-xuan1, CHENG Tan1   

  1. 1. School of Energy Science and Engineering, Henan Polytechnic University, Jiaozuo, Henan 454000, China; 2. Luoyang Regional Headquarters, Henan Provincial Communications Planning & Design Institute Co., Ltd., Luoyang, Henan 471000, China
  • Received:2023-02-19 Accepted:2023-04-29 Online:2024-09-18 Published:2024-09-19
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (51904092), the Fundamental Research Funds for the Universities of Henan Province (NSFRF180336, NSFRF210303) and the Natural Science Foundation of Henan (202300410183).

Abstract: To investigate the direct shear failure mechanism of rock joints, we conducted shear tests on sandstone joints under various normal stresses using the RDS-200 rock joint shear test system. Additionally, we monitored acoustic emissions with the Micro-II Express digital acoustic emission system. By analyzing the evolution characteristics of the ratio of acoustic emission rise time to amplitude (RA) and the ratio of ringing count to duration (AF), we examined the shear failure process of rock joints and discussed an early warning method for shear failure in sandstone joints. The results show that: (1) The evolution characteristics of the cumulative ringing count during the rock joint shear process reveal four distinct stages: low-speed growth, accelerated growth, extreme speed growth, and decelerated growth. For each normal stress level, both AF and RA reach their maximum values as the stage number increases, and the number of signals with higher RA values also increases with the stage number. (2) A specific method, based on JCMS-III B5706, is proposed to determine the threshold k for the tensile-shear fracture type. It is observed that both the threshold k and the tensile fracture ratio α  decrease as the shear stage number increases under each normal stress condition. (3) In the rock joint shear tests, the coefficient of variation CV(r) of the r value exhibits a decreasing trend before reaching peak shear stress, with a stage identified below the nearest CV(r)value (referred to as the early warning value CV(r)cr) before peak shear stress. The CV(r)cr initially decreases and then increases with increasing normal stress, showing a quadratic parabolic function relationship. The ratio of early warning time td to instability time tp ranges from 5.1% to 24.5%, serving as an effective early warning mechanism. These research findings offer valuable insights for instability warning and disaster prevention in jointed rock masses.

Key words: rock mechanics, rock joints, direct shear test, failure characteristics, acoustic emission, RA-AF, coefficient of variation

CLC Number: 

  • TU453
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