Shear behaviours and roughness degeneration based on a quantified rock joint surface description

被引:12
作者
Zhang, Shubo [1 ]
Wang, Gang [1 ,2 ]
Jiang, Yujing [3 ]
Wang, Changsheng [1 ]
Xu, Feng [1 ]
机构
[1] Shandong Univ Sci & Technol, Shandong Prov Key Lab Civil Engn Disaster Prevent, Qingdao 266590, Peoples R China
[2] Fujian Univ Technol, Coll Civil Engn, Fuzhou 350118, Peoples R China
[3] Nagasaki Univ, Grad Sch Engn, Nagasaki 8528521, Japan
关键词
Rock joint; Roughness; Shear behaviour; Wear; Asperity; ASPERITY DEGRADATION; CONSTITUTIVE MODEL; STRENGTH CRITERION; WEAR SIMULATION; CONTACT; STIFFNESS; FRICTION;
D O I
10.1016/j.ijmst.2023.09.004
中图分类号
TD [矿业工程];
学科分类号
0819 ;
摘要
The asperity wear of rock joints significantly affects their shear behaviour. This study discusses the wear damage of the asperities on the joint surface, highlighting the roughness degradation characteristics during the shear process. The direct shear experiment of artificial specimens containing rock joints was conducted under different normal stresses based on three-dimensional scanning technology. These experimental results showed the contribution of joint wear to roughness degeneration, such as the height, zone, and volume of asperity degeneration. The wear coefficient of the rock joint was obtained based on the volume wear of asperities in the laboratory experiment. The functional relationship between the friction coefficient and wear coefficient is subsequently determined. To quantitatively analyse the wear damage of a joint surface, a calculation method for determining the wear depth of the rock joint after shearing was proposed based on wear theory. The relationship between the ultimate dilation and wear depth was analysed. A coefficient m, which can describe the damage degree of the joint surface, and a prediction method of joint surface roughness after shearing are established. Good agreement between analytical predictions and measured values demonstrates the capability of the developed model. Lastly, the sensitivity factors on the wear depth are explored.(c) 2023 Published by Elsevier B.V. on behalf of China University of Mining & Technology. This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/).
引用
收藏
页码:1301 / 1316
页数:16
相关论文
共 51 条
[1]   CONTACT AND RUBBING OF FLAT SURFACES [J].
ARCHARD, JF .
JOURNAL OF APPLIED PHYSICS, 1953, 24 (08) :981-988
[2]   Constitutive model for rock fractures: Revisiting Barton's empirical model [J].
Asadollahi, Pooyan ;
Tonon, Fulvio .
ENGINEERING GEOLOGY, 2010, 113 (1-4) :11-32
[3]   Experimental and numerical study of asperity degradation in the direct shear test [J].
Bahaaddini, M. ;
Hagan, P. C. ;
Mitra, R. ;
Khosravi, M. H. .
ENGINEERING GEOLOGY, 2016, 204 :41-52
[4]   A modified roughness index based on the root mean square of the first derivative and its relationship with peak shear strength of rock joints [J].
Ban, Liren ;
Du, Weisheng ;
Qi, Chengzhi .
ENGINEERING GEOLOGY, 2020, 279
[5]   A New Criterion for Peak Shear Strength of Rock Joints with a 3D Roughness Parameter [J].
Ban, Liren ;
Qi, Chengzhi ;
Chen, Haoxiang ;
Yan, Fayuan ;
Ji, Chenmeng .
ROCK MECHANICS AND ROCK ENGINEERING, 2020, 53 (04) :1755-1775
[6]   REVIEW OF A NEW SHEAR-STRENGTH CRITERION FOR ROCK JOINTS [J].
BARTON, N .
ENGINEERING GEOLOGY, 1973, 7 (04) :287-332
[7]  
Barton N., 1977, Rock Mechanics, V10, P1, DOI 10.1007/BF01261801
[8]   SHEAR-STRENGTH OF ROCK AND ROCK JOINTS [J].
BARTON, N .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 1976, 13 (09) :255-279
[9]   Quantitative parameters for rock joint surface roughness [J].
Belem, T ;
Homand-Etienne, F ;
Souley, M .
ROCK MECHANICS AND ROCK ENGINEERING, 2000, 33 (04) :217-242
[10]   Method for Quantification of Wear of Sheared Joint Walls Based on Surface Morphology [J].
Belem, T. ;
Souley, M. ;
Homand, F. .
ROCK MECHANICS AND ROCK ENGINEERING, 2009, 42 (06) :883-910