Rate-Dependent Characteristics of Damage and Roughness Degradation of Three-Dimensional Artificial Joint Surfaces

被引:17
作者
Shen, Hui [1 ,2 ]
Liu, Yaqun [1 ,2 ]
Li, Haibo [1 ,2 ]
Wu, Duohua [1 ,2 ]
Xia, Xiang [1 ,2 ]
Liu, Bo [1 ,2 ]
Yu, Chong [1 ,2 ]
机构
[1] Chinese Acad Sci, State Key Lab Geomech & Geotech Engn, Inst Rock & Soil Mech, Wuhan 430071, Hubei, Peoples R China
[2] Univ Chinese Acad Sci, Beijing 100049, Peoples R China
基金
中国国家自然科学基金;
关键词
Shear velocity; Joint surface; Damage evolution; 3D joint roughness parameter; Roughness degradation; SHEAR-STRENGTH CRITERION; ROCK JOINTS; ASPERITY DEGRADATION; BEHAVIOR; COEFFICIENT; VELOCITY; DISCONTINUITIES; DEFORMATION; ANISOTROPY; PARAMETER;
D O I
10.1007/s00603-022-02770-6
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
A series of direct shear tests on specimens with artificial joints were performed to investigate the rate-dependent characteristics of damage and roughness degradation of three-dimensional joint surfaces under different normal stresses and shear velocities. A novel method was proposed to identify and extract the damaged area of joint surfaces based on the combination of the three-dimensional scanning technology and the color image segmentation method. Based on the proposed method, two main failure modes were identified on the joint surface, including asperity wear and debris backfilling. By controlling different shear displacements and shear velocities, the rate-dependent damage evolution of the joint surface during shearing was revealed. Four damage states are defined to better understand the local damage mechanism of joints. The statistical results indicate that the damage area ratio increases with increasing normal stress and shear velocity. The damage develops more rapidly at a higher shear velocity during progressive shearing. Furthermore, the three-dimensional roughness parameter theta(max)*/(C + 1) is measured in 36 analysis directions on the sheared joint surfaces to quantitatively describe the asperity degradation. It is observed that the average roughness parameter increases with increasing shear velocity under the same normal stress but decreases with increasing shear displacement. The results in the present study may provide some references for revealing the mechanical behavior and damage state of joints subjected to dynamic loads.
引用
收藏
页码:2221 / 2237
页数:17
相关论文
共 49 条
  • [11] Geometric Effect of Asperities on Shear Mechanism of Rock Joints
    Fathi, Ali
    Moradian, Zabihallah
    Rivard, Patrice
    Ballivy, Gerard
    Boyd, Andrew J.
    [J]. ROCK MECHANICS AND ROCK ENGINEERING, 2016, 49 (03) : 801 - 820
  • [12] Investigation of natural rock joint roughness
    Ge, Yunfeng
    Kulatilake, Pinnaduwa H. S. W.
    Tang, Huiming
    Xiong, Chengren
    [J]. COMPUTERS AND GEOTECHNICS, 2014, 55 : 290 - 305
  • [13] Quantitative three-dimensional description of a rough surface and parameter evolution with shearing
    Grasselli, G
    Wirth, J
    Egger, P
    [J]. INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2002, 39 (06) : 789 - 800
  • [14] Modelling Shear Behaviour of Joint Based on Joint Surface Degradation During Shearing
    Gui, Yang
    Xia, Caichu
    Ding, Wenqi
    Qian, Xin
    Du, Shigui
    [J]. ROCK MECHANICS AND ROCK ENGINEERING, 2019, 52 (01) : 107 - 131
  • [15] A New Method for 3D Modeling of Joint Surface Degradation and Void Space Evolution Under Normal and Shear Loads
    Gui, Yang
    Xia, Caichu
    Ding, Wenqi
    Qian, Xin
    Du, Shigui
    [J]. ROCK MECHANICS AND ROCK ENGINEERING, 2017, 50 (10) : 2827 - 2836
  • [16] Hatheway A.W., 2009, The complete ISRM suggested methods for rock characterization, DOI [10.2113/gseegeosci.15.1.47, DOI 10.2113/GSEEGEOSCI.15.1.47]
  • [17] Empirical Shear Strength Criterion for Rock Joints Based on Joint Surface Degradation Characteristics During Shearing
    He, Liu
    Zhao, Zhiming
    Chen, Jiayi
    Liu, Diyi
    [J]. ROCK MECHANICS AND ROCK ENGINEERING, 2020, 53 (08) : 3609 - 3624
  • [18] A Preliminary Fractal Interpretation of Effects of Grain Size and Grain Shape on Rock Strength
    He, Wenhao
    Hayatdavoudi, Asadollah
    Shi, Huaizhong
    Sawant, Kaustubh
    Huang, Pengpeng
    [J]. ROCK MECHANICS AND ROCK ENGINEERING, 2019, 52 (06) : 1745 - 1765
  • [19] Observation of the Degradation Characteristics and Scale of Unevenness on Three-dimensional Artificial Rock Joint Surfaces Subjected to Shear
    Hong, Eun-Soo
    Kwon, Tae-Hyuk
    Song, Ki-Il
    Cho, Gye-Chun
    [J]. ROCK MECHANICS AND ROCK ENGINEERING, 2016, 49 (01) : 3 - 17
  • [20] Experimental and mathematical modeling for fracture of rock joint with regular asperities
    Huang, TH
    Chang, CS
    Chao, CY
    [J]. ENGINEERING FRACTURE MECHANICS, 2002, 69 (17) : 1977 - 1996