Study on the Effect of Bedding Plane and Loading Style on Fracture Process Zone in Coal

被引:4
作者
Wang, Zaiyong [1 ]
Liang, Weiguo [1 ,2 ]
Lian, Haojie [1 ]
Chen, Yuedu [1 ]
Li, Wenda [1 ]
Xiao, Hecheng [1 ]
机构
[1] Taiyuan Univ Technol, Key Lab Insitu Property Improving Min, Minist Educ, Taiyuan 030024, Peoples R China
[2] Taiyuan Univ Technol, Coll Min Engn, Taiyuan 030024, Peoples R China
基金
中国国家自然科学基金;
关键词
Fracture properties; Bedding planes; Loading style; Fracture process zone (FPZ); Phase-field cohesive zone modeling (PF-CZM); PROPAGATION; TOUGHNESS; ROCK; BEHAVIOR; ENERGY; MODEL; SIZE;
D O I
10.1007/s00603-023-03748-8
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
In this study, we conduct the single-edge notched beam (SENB) test to study the influence of bedding planes and loading style on the fracture properties and acoustic emission (AE) characteristic parameters in coal. The DIC and AE methods are jointly used to analyze the elastic and critical opening displacements. Further, the evolutionary rule of fracture process zone (FPZ) length and width is systematically studied. The result shows that the peak load, fracture energy, and AE characteristic parameters slowly increase as the bedding-plane angles increase. The maximum crack initiation angle and surface roughness are at the bedding-plane angle of 45 degrees under pure mode I. However, the surface roughness gradually decreases as the loading mode transits from pure mode I to mixed mode I/II. Then, the loads corresponding to the elastic opening displacements of coal specimens are 70-80% of the peak loads in the pre-peak regime, and the load corresponding to the critical opening displacements are 96-57% of the peak loads in the post-peak regime. The FPZ length and width are determined according to the horizontal displacement contours from the DIC method. Furthermore, as the bedding-plane angle increases, the FPZ length gradually increases from 10.26 to 16.27 mm while the FPZ width first increases and then decreases. As the loading mode transits from pure mode I to mixed mode I/II, the FPZ length first decreases and then increases while the FPZ width slowly increases from 4.46 to 5.81 mm. Finally, we construct phase-field cohesive zone modeling (PF-CZM) to track the crack propagation path and FPZ evolution of coal under pure mode I and mixed mode I/II, respectively. The FPZ and load-CMOD curves obtained from numerical simulation match well with experimental results. These findings are beneficial for the formation of fracture networks in coal seams and the joint exploitation of coalbed methane, shale gas, and sandstone gas. The elastic and critical opening displacements of coal are jointly determined using AE and DIC methods.The evolutionary rule of fracture process zone (FPZ) length and width for coal under different bedding-plane angles and loading styles is characterized.The phase-field cohesive zone modeling is proposed for coal fracture simulation.
引用
收藏
页码:3863 / 3883
页数:21
相关论文
共 46 条
  • [1] A new methodology inspired from the Theory of Critical Distances for determination of inherent tensile strength and fracture toughness of rock materials
    Aligholi, S.
    Ponson, L.
    Torabi, A. R.
    Zhang, Q. B.
    [J]. INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2022, 152
  • [2] Temperature Effect on the Fracture Behavior of Granite Under Three Loading Modes (I, I/II, and II)
    Alneasan, Mahmoud
    Alzo'ubi, Abdel Kareem
    [J]. ROCK MECHANICS AND ROCK ENGINEERING, 2023, 56 (03) : 2197 - 2211
  • [3] Strain rate effects on the crack propagation speed under different loading modes (I, II and I/II): Experimental investigations
    Alneasan, Mahmoud
    Behnia, Mahmoud
    [J]. ENGINEERING FRACTURE MECHANICS, 2021, 258
  • [4] Experimental Investigation on the Morphology of Fracture Networks in Hydraulic Fracturing for Coal Mass Characterized by X-ray Micro-Computed Tomography
    Cai, Qingwang
    Huang, Bingxiang
    Zhao, Xinglong
    Xing, Yuekun
    Liu, Shenglong
    [J]. ROCK MECHANICS AND ROCK ENGINEERING, 2023, 56 (04) : 2551 - 2571
  • [5] Strain rate effect on mixed mode I/II fracture toughness of sandstone and its micromechanism
    Cao, Peiwang
    Zhou, Tao
    Zhu, Jianbo
    [J]. INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2023, 165
  • [6] Experimental study on the influence of prefabricated fissure size on the directional propagation law of rock type-I crack
    Chen, Le-xin
    Guo, Wei-yao
    Zhang, Dong-xiao
    Zhao, Tong-bin
    [J]. INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2022, 160
  • [7] Phase-field cohesive zone modeling of multi-physical fracture in solids and the open-source implementation in COMSOL MULTIPHYSICS
    Chen, Wan-Xin
    Wu, Jian-Ying
    [J]. THEORETICAL AND APPLIED FRACTURE MECHANICS, 2022, 117
  • [8] Shear Behavior of Artificial and Natural Granite Fractures After Heating and Water-Cooling Treatment
    Chen, Yuedu
    Zhang, Chongyuan
    Zhao, Zhihong
    Zhao, Xingguang
    [J]. ROCK MECHANICS AND ROCK ENGINEERING, 2020, 53 (12) : 5429 - 5449
  • [9] Correlation between shear induced asperity degradation and acoustic emission energy in single granite fracture
    Chen, Yuedu
    Zhao, Zhihong
    [J]. ENGINEERING FRACTURE MECHANICS, 2020, 235
  • [10] Cornelissen H., 1986, Heron, V31, P45