Mechanical response and instability model of fractured coal-rock combined body

被引：1
|
作者：
Chen, Guang-Bo [1 ,2 ]
Tang, Wei [1 ]
Li, Tan [1 ,2 ]
Wang, Chuang-Ye [1 ,3 ,4 ,5 ]
Wang, Er-Yu [1 ,3 ,4 ,5 ]
Zhang, Guo-Hua [6 ]
机构：
[1] School of Mining and Coal, Inner Mongolia University of Science and Technology, Inner Mongolia, Baotou,014010, China
[2] College of Energy and Mining Engineering, Shandong University of Science and Technology, Shandong, Qingdao,266590, China
[3] Inner Mongolia Key Laboratory of Mining Engineering, Inner Mongolia University of Science and Technology, Inner Mongolia, Baotou,014010, China
[4] Inner Mongolia Research Center for Coal Safety Mining and Utilization Engineering and Technology, Inner Mongolia University of Science and Technology, Inner Mongolia, Baotou,014010, China
[5] Inner Mongolia Cooperative Innovation Center for Coal Green Mining and Green Utilization, Inner Mongolia University of Science and Technology, Inner Mongolia, Baotou,014010, China
[6] Heilongjiang University of Science and Technology, Heilongjiang, Harbin,150022, China
来源：
Yantu Lixue/Rock and Soil Mechanics | 2024年 / 45卷 / 09期
关键词：
In the coal-rock system; the interlayer weak zone between coal and rock layers is the primary area of fracture distribution. These fractures penetrate the coal and rock layers; seriously impacting the mechanical properties and engineering stability of the coal-rock system. To investigate the impact of penetrating fractures on the mechanical properties of the coal-rock system; axial loading tests were conducted on prefabricated coal-rock composite bodies with five different fracture lengths and angles. The findings indicate that: 1) As the fracture length increases; the compressive strength; elastic modulus; peak energy; and impact energy index decrease linearly. Regarding the fracture angle; and impact energy index initially decrease and then increase. 2) The destructive acoustic emission tests of the samples exhibit three stages: a quiet period; an active period; and an intense period; respectively. With increasing fracture length; the cumulative energy of acoustic emission initially increases and then decreases. Similarly; with increasing fracture angle; both peak energy and cumulative energy of acoustic emission first increase and then decrease. 3) The length and angle of fracture have a certain influence on the wing crack; secondary inclined crack; secondary coplanar crack; oblique crack; secondary derivative crack; wing crack derivative crack; far field crack and spalling phenomenon. 4) As fracture length increases; the cohesion and internal friction gradually decrease; while an increase in fracture angle leads to a decrease followed by an increase in cohesion and internal friction. 5) The Drucker-Prager strength criterion considering fracture length and angle was developed; and rationality verification indicated a sample error within a reasonable range of 1.367% to 5.055%. 6) Based on the dissipative structure theory; the study analyzed the mechanism of instability failure in the coal-rock combined body. The failure process of the combined body involved four main stages: quasi-steady state; metastable state; instability; and establishment of a new steady state. An energy migration model for the fractured coal-rock combined body was developed; and the energy migration pattern during the instability and failure of the fractured coal-rock combined body was analyzed. The ends of the fracture were identified as the primary areas of energy accumulation. Destruction of the coal component’s fracture end led to the migration of energy towards the fracture end of the rock component; resulting in the release of energy through rock component destruction or deformation. These research findings offer valuable insights for investigating the mechanical characteristics of deep coal and rock; as well as understanding the mechanisms behind dynamic coal and rock disasters. © 2024 Biodiversity Research Center Academia Sinica. All rights reserved;
D O I：
10.16285/j.rsm.2023.1677
中图分类号：
学科分类号：
摘要：
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页码：2633 / 2652
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