Rock and Soil Mechanics ›› 2021, Vol. 42 ›› Issue (9): 2331-2343.doi: 10.16285/j.rsm.2021.0100

• Fundamental Theroy and Experimental Research •     Next Articles

Anisotropy mechanism of shear strength based on wear and shear failure evolution of asperities of joint surface

SONG Lei-bo1, 2, KANG Qian-qian1, 2, DU Shi-gui1, 2, ZHONG Zhen1, 2, WANG Gang1, 2, WANG Xing-kai1, 2, HAN Guan-sheng1, 2, ZHAO Jin-shuai3   

  1. 1. Faculty of Civil Engineering, Shaoxing University, Shaoxing, Zhejiang 312000, China; 2. Key Laboratory of Rock Mechanics and Geohazards of Zhejiang Province, Shaoxing University, Shaoxing, Zhejiang 312000, China; 3. Faculty of Civil Engineering and Mechanics, Jiangsu University, Zhenjiang, Jiangsu 212013, China
  • Received:2021-01-15 Revised:2021-05-07 Online:2021-09-10 Published:2021-08-26
  • Supported by:
    This work was supported by the National Natural Science Foundation of China(42002275), the Natural Science Foundation of Zhejiang Province (LQ20E040002, LGJ20E090001, LQ21E040003) and the China Postdoctoral Science Foundation(2021M692319).

Abstract: To explore the anisotropy mechanism of joint shear strength from its damage characteristics, shear strength and failure characteristics were quantitatively analyzed. The study found that the shear strength and failure characteristics of joint show similar anisotropy with its morphology, and their anisotropy is weakened with the increase of normal stress. In addition, the influence of the inclination and height characteristics of the sawtooth joints on the shearing behavior was investigated. The analysis shows the angle and height characteristics of asperities have a positive correlation with shear strength, and the angle characteristics also determine the locality of asperities contact state during the shear process. The rough joint surface is composed of many microscopic asperities. The essential reason for the anisotropy of shear strength is the different contact area on the joint surface in different shear directions and the difference of asperities height and dip angle in the contact area. With the increase of normal stress, the failure of more and more micro convex bodies on the joint surface evolves from sliding wear to shear failure, and the difference of failure volume in different shear directions gradually decreases, which leads to the gradual consistency of the energy required for shear, which is the main reason why the anisotropic characteristics of shear strength are weakened by normal stress.

Key words: rough joint, shear strength, anisotropy, shear failure volume

CLC Number: 

  • TU452
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