Meso-mechanism Research on Mechanical Properties of Rock-like with Two Fissures in Brazilian Test

被引:0
|
作者
Gao, Yongtao [1 ]
Peng, Yang [1 ]
Zhou, Yu [1 ]
Wang, Yu [1 ]
机构
[1] Univ Sci & Technol Beijing, Key Lab Minist Educ Efficient Min & Safety Met Min, Beijing 100083, Peoples R China
基金
中国国家自然科学基金;
关键词
Brazilian test; Double fissures; Tensile strength; Fracture mechanism; Particle flow theory; X-ray computed tomography; TENSILE-STRENGTH; PARTICLE MODEL; COALESCENCE; BEHAVIOR; FLAWS;
D O I
10.1007/s40098-023-00760-1
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
The tensile strength is one of most significant parameters for rock, while few studies have been reported on the rupture mechanism regarding Brazilian test in rocks containing two fissures. In this work, the rock-like materials were adopted to prefabricate Brazilian disc specimens containing two prefabricated fissures. Based on the X-ray computed tomography technology and Particle Flow Code in 2 Dimension, the influences of different fissure dip angles on strength, deformation, fracture and other mechanical properties in Brazilian test are investigated. The research shows: When the dip angle of the upper fissure is 0 & DEG;, with the dip angle of the lower fissure grows from 0 & DEG; to 90 & DEG;, the tensile strength decreases rapidly and then fluctuates slightly, while the elastic modulus is not affected; when the dip angles of the two fissures are comparable, as the angle between the two fissures gradually increases, the tensile strength decreases first and then increases, and the elastic modulus shows a monotonic growth, but the strain corresponding to the peak stress gradually decreases. In terms of the rupture mechanism, few shear cracks are developed from the fissure tip, while the micro-cracking activity is dominated by tensile failures inclined to the loading direction, which further penetrate across the bulk specimen.
引用
收藏
页码:1414 / 1426
页数:13
相关论文
共 50 条
  • [21] Mechanical behaviors of rock-like specimens with two non-coplanar fissures subjected to coupled static-dynamic loads
    Feng, Peng
    Dai, Feng
    Liu, Yi
    Du, Hong-bo
    ENGINEERING FRACTURE MECHANICS, 2018, 199 : 692 - 704
  • [22] Three-Dimensional Numerical Simulation on Triaxial Failure Mechanical Behavior of Rock-Like Specimen Containing Two Unparallel Fissures
    Huang, Yan-Hua
    Yang, Sheng-Qi
    Zhao, Jian
    ROCK MECHANICS AND ROCK ENGINEERING, 2016, 49 (12) : 4711 - 4729
  • [23] Mechanical and Seepage Properties of Rock-like Specimens with Inclined Fractures
    Liu, Weitao
    Shangguan, Zeyu
    Shen, Jianjun
    Gao, Chuanpeng
    GEOTECHNICAL AND GEOLOGICAL ENGINEERING, 2024, 42 (01) : 451 - 463
  • [24] Effect of filling grouting material on mechanical properties and mechanism of rock-like samples with double‑crack
    Liu X.
    Wang S.
    Liu B.
    Liu Q.
    Yao W.
    Jia C.
    Chen H.
    Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering, 2024, 43 (03): : 623 - 638
  • [25] Meso-scale modelling mechanical properties of rock-like material containing trident cracks under uniaxial compression
    Li Lu-lu
    Gao Yong-tao
    Zhou Yu
    Jin Ai-bing
    ROCK AND SOIL MECHANICS, 2018, 39 (10) : 3668 - 3676
  • [26] Coupled effects of static-dynamic strain rates on the mechanical and fracturing behaviors of rock-like specimens containing two unparallel fissures
    Feng, Peng
    Dai, Feng
    Liu, Yi
    Xu, Nu-wen
    Du, Hong-bo
    ENGINEERING FRACTURE MECHANICS, 2019, 207 : 237 - 253
  • [27] Experimental Study of Rock-like Materials with Two Unequal Parallel Preexisting Fissures under Uniaxial Compression
    Fan, Pingyang
    Liu, Jianxin
    Zuo, Wengui
    Wang, Min
    Zhang, Daoyong
    APPLIED SCIENCES-BASEL, 2022, 12 (20):
  • [28] Size Effect on Mechanical Properties of Rock-Like Materials with Three Joints
    Dong, Tao
    Cao, Ping
    Lin, Qibin
    Wang, Fei
    Liu, Zhizhen
    Hao, Ji
    Xie, Yezhen
    GEOTECHNICAL AND GEOLOGICAL ENGINEERING, 2020, 38 (04) : 4073 - 4089
  • [29] Size Effect on Mechanical Properties of Rock-Like Materials with Three Joints
    Tao Dong
    Ping Cao
    Qibin Lin
    Fei Wang
    Zhizhen Liu
    Ji Hao
    Yezhen Xie
    Geotechnical and Geological Engineering, 2020, 38 : 4073 - 4089
  • [30] Optical properties and growth mechanism of rock-like structured black silicon
    Hsiao, Yu-Jen
    Nagarjuna, Yempati
    MATERIALS RESEARCH EXPRESS, 2020, 7 (07)