Research Progress on Shear Characteristics of Rock Joints under Constant Normal Stiffness Boundary Conditions

被引：3

作者：

Han, Guansheng ^{[1
]}

Xiong, Fei ^{[2
]}

Zhou, Yu ^{[1
]}

Song, Leibo ^{[1
]}

Wang, Xingkai ^{[1
]}

机构：

[1] Shaoxing Univ, Key Lab Rock Mech & Geohazards Zhejiang Prov, Shaoxing 312000, Zhejiang, Peoples R China

[2] Chongqing Univ, Sch Civil Engn, Chongqing 400045, Peoples R China

来源：

SHOCK AND VIBRATION | 2021年 / 2021卷

基金：

中国国家自然科学基金;

关键词：

IDEALIZED INFILLED JOINTS; SURFACE-ROUGHNESS; 2-ORDER ASPERITY; BEHAVIOR; MODEL; STRENGTH; DEGRADATION; COEFFICIENT; STABILITY;

D O I：

10.1155/2021/9670151

中图分类号：

O42 [声学];

学科分类号：

070206 ; 082403 ;

摘要：

The constant normal stiffness (CNS) boundary condition is more representative for the underground engineering, in which the shear-induced dilation is restricted by surrounding rocks, resulting in an increase in the normal stress. Therefore, the use of CNS boundary conditions in the research of shear-slip failure of underground rock engineering is more in line with the actual situation. Taking the instability and failure of surrounding rock in underground engineering as the background, the present study introduces the engineering background of CNS boundary conditions and the research progress on shear characteristics of rock joints under CNS boundary conditions. Three key directions for future research are proposed based on the latest research results of shear characteristics of rock joint under CNS boundary conditions: (1) developing a rock joint shear test system that can realize the function of "CNS boundary conditions + shear-seepage test + visualization"; (2) carrying out the shear tests of real rock joints under CNS boundary conditions based on 3D scanning and 3D carving technology; and (3) carrying out the shear tests of rock joint network under CNS boundary conditions.

引用

页数：6

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