Rock and Soil Mechanics ›› 2021, Vol. 42 ›› Issue (12): 3335-3344.doi: 10.16285/j.rsm.2021.0520

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Mechanical properties and failure mechanisms of the rocklike specimens under tension shear effects

ZHOU Chao-biao1, LIU Dong2, JING Qing-hui1   

  1. 1. School of Civil Engineering, Wuhan University, Wuhan, Hubei 430072, China; 2. Power China Zhongnan Engineering Corporation Limited, Changsha, Hunan 410014, China
  • Received:2021-04-09 Revised:2021-07-15 Online:2021-12-13 Published:2021-12-14
  • Supported by:
    The work was supported by the National Natural Science Foundation of China(51769014).

Abstract: Using self-designed tension shear auxiliary device, we carried out a tension shear test and a compression shear test under different normal stresses between ?0.28 MPa and 3.0 MPa. We applied acoustic emission to compare and analyze the mechanical properties and the damage failure mechanisms of the specimens for both tests. The main results are listed as below. The tension shear auxiliary device can help us carry out the tension-shear test well. The peak stress varies with the normal stress non-linearly and is more sensitive to the normal tensile stress. The Hoek-Brown strength criterion can generally characterize the strength of the full stress area. The post-peak stress of the specimen in tension shear test drops severely and separates into two parts rapidly, showing the failure characteristics with more brittleness than that of the compression shear test. The morphological characteristics of the fracture plane are closely related to the direction and magnitude of normal stress. For compression shear test, the damage degree represented by the acoustic emission parameters is greater, as well as the failure degree of the fracture plane, compared with those observed in tension shear test. The frictional area and the local spalling of the fracture plane are also more obvious for the specimens in compression shear test, compared with those in tension shear test. As the normal stress increases, the duration of the acoustic emission quiet period gets longer, and the start time of the unstable crack propagation gets later. Compared with the compression one, the tension shear test shows a shorter duration time for each stage of the failure process as well as a higher failure rate. The critical points ?cc, ?ci and ?cd of the shear-stress plot and the acoustic emission parameters can represent, respectively, the macroscopic and microscopic failure process of the specimen. The critical point ?cd and the acoustic emission b value can be used as omens of rock failure.

Key words: tension shear test, strength criterion, brittle failure, acoustic emission, damage failure mechanism, omen

CLC Number: 

  • TU452
[1] ZHANG Sheng, BAI Wei, XU Ding-ping, ZHENG Hong, JIANG Quan, LI Zhi-wei, XIANG Tian-bing, . Experimental and theoretical study on sandstone damage evolution under cyclic loading based on acoustic emission and resistivity monitoring [J]. Rock and Soil Mechanics, 2025, 46(S1): 53-66.
[2] HUANG Man, NING Hao-sheng, HONG Chen-jie, TAO Zhi-gang, LIU Yu-xing, ZHANG He, . Shear behaviors of infilled joints reinforced with second-generation negative Poisson’s ratio bolts [J]. Rock and Soil Mechanics, 2025, 46(S1): 131-140.
[3] LIU Yi-ming, LI Zhen, FENG Guo-rui, YANG Peng, BAI Jin-wen, HUANG Bing-xiong, LI Dong, . Acoustic-thermal response characteristics and precursor law of fissured sandstone under cyclic loading and unloading [J]. Rock and Soil Mechanics, 2025, 46(9): 2773-2791.
[4] LEI Rui-de, GU Qing-heng, HU Chao, HE Pei, ZHOU Lin-sen, . Acoustic emission signal characteristics and precursory recognition of rock failure in fractured sandstone [J]. Rock and Soil Mechanics, 2025, 46(7): 2023-2038.
[5] CHU Chao-qun, BAO Xing-jia, MAO Ming-fa, WU Shun-chuan, CUI He-jia, . Experimental study of acoustic emission characteristics and failure forms of deep-buried limestone under triaxial compression [J]. Rock and Soil Mechanics, 2025, 46(7): 2049-2061.
[6] LYU Meng, WANG Liang-qing, XIE Ni, ZHU Lin-feng, AN Cai-long, KE Rui, WANG Xu-chen, . Shear characteristics and acoustic emission response characteristics of anchored heterogeneous structural plane [J]. Rock and Soil Mechanics, 2025, 46(7): 2106-2120.
[7] MA Chun-de, KANG Zi-hao, YANG Wen-yuan, TAN Guan-shuang, ZHAO Jun-kang, . Experimental study on directional independence of multi-stage stress memory in granite under different loading rates [J]. Rock and Soil Mechanics, 2025, 46(6): 1709-1718.
[8] TANG Ju-peng, HUANG Lei, PAN Yi-shan, REN Ling-ran, ZHANG Xin, ZHANG Zhong-hua, . Experimental study on coal and gas outburst simulation in abrupt change area of coal seam dip [J]. Rock and Soil Mechanics, 2025, 46(6): 1719-1730.
[9] HAN Shi-ying, WANG Hang-long, PENG Jun, ZHU Jun-xing, WANG Lin-fei, PAN Kun, . Experimental investigation on influence of structural plane on rockburst characteristics of hard surrounding rock in a deep-buried tunnel [J]. Rock and Soil Mechanics, 2025, 46(6): 1765-1776.
[10] LI Shao-jun, ZHANG Shi-shu, LI Yong-hong, LIU Xiu-yang, LI Zhi-guo, XU Ding-ping, CHENG Li-juan, JIANG Quan, TANG Da-ming, CHEN Gang, . Failure mechanism and stability control of hard rock in extremely high stress large underground powerhouse of Shuangjiangkou hydropower station [J]. Rock and Soil Mechanics, 2025, 46(5): 1581-1594.
[11] ZHANG Yan-bo, ZHOU Hao, LIANG Peng, YAO Xu-long, TAO Zhi-gang, LAI You-bang, . Acoustic emission location method of rock based on time precise picking and intelligent optimization algorithm [J]. Rock and Soil Mechanics, 2025, 46(5): 1643-1656.
[12] WANG Xiao-min, QU Jun-li, SHI Ya-ping. A microseismic P-wave arrival time picking method based on variance surge effect of autoregressive model [J]. Rock and Soil Mechanics, 2025, 46(4): 1335-1342.
[13] XU Qing-zhao, SHI Wen-bao, CHANG Ju-cai, MIAO Zhuang, YAN Ao-yun, LI Chuan-ming, QI Chao. Mechanical response and macro and micro failure mechanism of water-bearing coal samples with different loading rates [J]. Rock and Soil Mechanics, 2025, 46(3): 881-893.
[14] YU Tian-you, JIANG Guan-lu, RAO Qian-zhu, ZHU Dan, CHEN Hong-yu, LIU Xian-feng, . Damage and deterioration characteristics of red mudstone under water vapor cycles [J]. Rock and Soil Mechanics, 2025, 46(2): 479-491.
[15] LIU Jian, ZHOU Zong-hong, ZHANG Jing, WANG Chun, HOU Ting-kai, QIAO Mu, . Acoustic emission characteristics of diorite at varying unloading rates and identification of its unsteady phases [J]. Rock and Soil Mechanics, 2025, 46(1): 225-232.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!