Rock and Soil Mechanics ›› 2024, Vol. 45 ›› Issue (3): 659-673.doi: 10.16285/j.rsm.2023.0786

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Mechanical properties and crack initiation angle of multi-fractured coal under load

WANG Lei1, SHANG Rui-hao1, LIU Huai-qian1, 2, CHEN Li-peng1, ZHANG Yu1, WANG An-cheng1, ZHANG Shuai1, LIU Hua-qiang1   

  1. 1. State Key Laboratory of Mine Response and Disaster Prevention and Control in Deep Coal Mine, Anhui University of Science and Technology, Huainan, Anhui 232001, China; 2. School of Energy and Mining Engineering, China University of Mining and Technology (Beijing), Beijing 100083, China
  • Received:2023-06-12 Accepted:2023-11-07 Online:2024-03-11 Published:2024-03-20
  • Supported by:
    This work was supported by the Collaborative Innovation Funding Project of Anhui Universities (GXXT-2020-055).

Abstract: This study investigates the influence of fracture geometry and interaction mechanisms on the mechanical behavior of coal under static loading conditions. The digital image correlation method is used as a full-field observation technique, and uniaxial compression tests are conducted on three-crack samples of raw coal prefabricated at different positions using an MTS816 rock servo testing machine. The mechanical properties, crack evolution, and failure characteristics of multi-fractured coal under different position distribution conditions are studied by combining particle flow simulations. Based on the fracture mechanics theory, the influence and applicability of T stress on the multi-fracture tip of coal are discussed. The results show that as the fractures transition from parallel collinear distribution to parallel overlapping distribution, the macroscopic strength of coal samples gradually increases. The distribution form of the fracture affects the pressure state of the coal body, where widely spaced fractures create independent stress weak zones that expand and coalesce as stress increases. Conversely, when fractures tend to overlap, stress concentration areas and weak areas form a unified force system that influences each other. When multiple fractures are collinear or offset distributed, shear stress dominates the fracture surface, and the driving mode supplemented by tensile stress leads to tensile-shear composite failure of coal samples. However, when fractures tend to overlap, shear stress on the fracture surface converts to tensile stress in the rock bridge area, resulting in tensile failure dominated by tensile stress. When considering the influence of T stress, the theoretical prediction value of the crack angle containing three T stress components (Tx, Ty and Txy) is found to be more suitable for studying crack growth angle of multiple fracture tips of finite plate subjected to compression shear stress.

Key words: multi-fissure coal, DIC technology, particle flow simulation, fracture mechanics, mechanical characteristics, extended angle

CLC Number: 

  • TD313
[1] WANG Jiang-feng, WU Han-bing, ZHAO Shun-li, DU Chun-xue, ZHANG Miao, . Mechanical evolution characteristics of loading and unloading of red sandstone in a certain water conveyance tunnel considering compaction deformation [J]. Rock and Soil Mechanics, 2025, 46(S1): 121-130.
[2] HOU Xiao-qiang, YANG Rui, LI Rui-dong, FAN Xiao-peng, ZHENG Jia-le, HOU Bao-sheng, . Random generation method and macro-and meso-mechanical evolution characteristics of pebble-soil mixtures [J]. Rock and Soil Mechanics, 2025, 46(9): 2967-2979.
[3] BIAN Hai-ding, WEI Jin, WANG Jin-tao. Mechanical characteristics and earth pressure calculation of ultra-large span pipe-arch corrugated steel plate culverts [J]. Rock and Soil Mechanics, 2025, 46(8): 2532-2546.
[4] LYU Zhi-tao, ZHAO Zhi-yuan, CAI Yi, XIA Cai-chu, DUAN Jun-yi. Evolution of anisotropic mechanical properties and damage model of sandstone under unidirectional freeze-thaw action [J]. Rock and Soil Mechanics, 2025, 46(11): 3421-3430.
[5] XU Hai-liang, TAN An-fu, SONG Yi-min, ZHU Li, AN Dong, DU Yu, GAO Han-jun, . Mechanical characteristics of contact surfaces during the whole process of deformation and damage of layered composite rocks [J]. Rock and Soil Mechanics, 2023, 44(6): 1683-1694.
[6] RONG Hao-yu, WANG Wei, LI Gui-chen, XU Jia-hui, LIANG Dong-xu, . Micromechanical characteristics of hydration instability of rock-anchorage agent structure [J]. Rock and Soil Mechanics, 2023, 44(3): 784-798.
[7] CHEN Lei , ZHANG Guang-qing, ZHANG Min, CAO Yu-jie , SHEN Li-ji, . Propagation process of hydraulic fracture crossing an orthogonal discontinuity [J]. Rock and Soil Mechanics, 2023, 44(1): 159-170.
[8] CEN Duo-feng, LIU Chang, HUANG Da. Tensile-shear mechanical property of limestone bedding planes and effect of bedding plane undulation [J]. Rock and Soil Mechanics, 2022, 43(S1): 77-87.
[9] CHEN Xiao-bin, YU Zhao-sheng, ZHOU Yu-qing, ZHANG Jia-sheng, QIAN Yu, . Prediction model of desiccation shrinkage fracture depth and spacing of argillaceous cement in red bed mudstone [J]. Rock and Soil Mechanics, 2022, 43(4): 868-878.
[10] FAN Jie, ZHU Xing, HU Ju-wei, TANG Yao, HE Chun-lei, . Experimental study on crack propagation and damage monitoring of sandstone using three-dimensional digital image correlation technology [J]. Rock and Soil Mechanics, 2022, 43(4): 1009-1019.
[11] ZHANG Wen-bo, BAI Wei, KONG Ling-wei, FAN Heng-hui, YUE Xiu, . Effect of leaching time on physical and mechanical characteristics of lateritic soil [J]. Rock and Soil Mechanics, 2022, 43(2): 443-452.
[12] WANG Hai-jun, YU Shu-yang, TANG Zi-xuan, TANG Lei, REN Ran, XU Jin. Investigation of mode I-II-III fracture of brittle spheres with a 60° internal crack using 3D-ILC [J]. Rock and Soil Mechanics, 2020, 41(5): 1573-1582.
[13] ZHANG Zhi-tao, WANG Hai-jun, TANG Lei, ZHAO Chu, LI Han-zhang, SU zheng-yang, . Study of fracture characteristics of semi-circular bending with internal crack based on 3D-ILC [J]. Rock and Soil Mechanics, 2020, 41(1): 111-122.
[14] PENG Shou-jian, YUE Yu-qing, LIU Yi-xin, XU Jiang, . Anisotropic characteristics and shear mechanical properties of different genetic structural planes [J]. Rock and Soil Mechanics, 2019, 40(9): 3291-3299.
[15] WANG Rui, YAN Shuai, BAI Jian-biao, CHANG Zhi-guo, SONG Yuan-ba, . Theoretical analysis of the destabilization mechanism and the damaged width of rib pillar in open-pit highwall mining [J]. Rock and Soil Mechanics, 2019, 40(8): 3167-3180.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!