The effect of flaw on rock mechanical properties under the Brazilian test

被引:0
|
作者
Zhou, Yu [1 ]
Zhang, Guang [1 ]
Wu, Shunchuan [1 ]
Zhang, Li [1 ]
机构
[1] Univ Sci & Technol Beijing, Key Lab, Minist Educ Efficient Min & Safety Met Mine, Beijing 100083, Peoples R China
基金
中国国家自然科学基金;
关键词
Brazilian test; flaw; fracture mechanism; particle flow theory; tensile strength; TENSILE-STRENGTH; TRIAXIAL COMPRESSION; CRACK COALESCENCE; MOLDED GYPSUM; MARBLE; BEHAVIOR; MODELS; DISK;
D O I
暂无
中图分类号
O [数理科学和化学]; P [天文学、地球科学]; Q [生物科学]; N [自然科学总论];
学科分类号
07 ; 0710 ; 09 ;
摘要
Tensile strength is one of the most significant parameters for rock. Rock-like materials were used to prefabricate Brazilian disc specimens containing a single flaw. Meanwhile, based on particle flow theory and the particle flow code 2 dimension (PFC2D) program, the effects of flaw length and dip angle on the specimens' mechanical properties under Brazilian test were investigated, and a formula for tensile strength of specimens containing a single flaw under the Brazilian test was constructed. The results are shown as follows. When the flaw length is consistent, the tensile strength of specimens decreases initially and then increases with an increase in the flaw dip angle. When the flaw dip angle is consistent, the tensile strength of specimens decreases gradually with an increase in the flaw length. With an increase in the flaw length, the effect of flaw on the failure mode of specimens becomes more pronounced, and the amount of acoustic emission decreases and the distribution range of fracture magnitude shrinks.
引用
收藏
页码:94 / 103
页数:10
相关论文
共 50 条
  • [41] Laboratory investigation of the temperature influence on the mechanical properties and fracture crack distribution of rock under uniaxial compression test
    Xiao, Weijing
    Zhang, Dongming
    Yang, Han
    Li, Xiaoming
    Ye, Maolin
    Li, Shujian
    BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2021, 80 (02) : 1585 - 1598
  • [42] Influence of dip angle of structural planes on mechanical properties of artificial rock samples under triaxial test conditions
    Zheng Qing-song
    Liu En-long
    Liu Ming-xing
    ROCK AND SOIL MECHANICS, 2019, 40 (05) : 1854 - +
  • [43] The effect of joint inclination angle on mechanical properties of rock mass studied by model test and DEM simulation
    Huang, Feng
    Zhu, Tao
    Qu, Zhihao
    Gao, Xiaoye
    Zheng, Aichen
    MECHANICS BASED DESIGN OF STRUCTURES AND MACHINES, 2024, 52 (09) : 7122 - 7137
  • [44] Scale effects in rock strength properties.: Part I:: Unconfined compressive test and Brazilian test
    Thuro, K
    Plinninger, RJ
    Zäh, S
    Schütz, S
    ROCK MECHANICS: A CHALLENGE FOR SOCIETY, 2001, : 169 - 174
  • [45] Dynamic mechanical properties of Porous Rock under impact loading
    Dong Yongxiang
    Xia Changjing
    Xiao Lixing
    Feng Shunshan
    MACHINERY, MATERIALS SCIENCE AND ENGINEERING APPLICATIONS, PTS 1 AND 2, 2011, 228-229 : 5 - +
  • [46] Investigation of Rock Mechanical Properties under Liquid Nitrogen Environment
    Wang, Linchao
    Liang, Xin
    Shi, Xuyang
    Han, Jianyong
    Chen, Yang
    Zhang, Wan
    GEOFLUIDS, 2023, 2023
  • [47] Effect of strain rate on the mechanical properties of salt rock
    Liang, W. G.
    Zhao, Y. S.
    Xu, S. G.
    Dusseault, M. B.
    INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2011, 48 (01) : 161 - 167
  • [48] Mechanical properties of rock salt under combined creep and fatigue
    Ma, Linjian
    Wang, Yunxiao
    Wang, Mingyang
    Xue, Bing
    Duan, Liqun
    INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2021, 141
  • [49] Effect of Rapid Thermal Cooling on Mechanical Rock Properties
    Kwangmin Kim
    John Kemeny
    Mark Nickerson
    Rock Mechanics and Rock Engineering, 2014, 47 : 2005 - 2019
  • [50] Effect of Rapid Thermal Cooling on Mechanical Rock Properties
    Kim, Kwangmin
    Kemeny, John
    Nickerson, Mark
    ROCK MECHANICS AND ROCK ENGINEERING, 2014, 47 (06) : 2005 - 2019