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A method for evaluating the stability of roadway surrounding rock based on a modified damage evolution characteristic model considering rock mass residual strength and 3D DEM
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Shengrong Xiea, Yuxuan Wanga, Yiyi Wua, b, c, *, Jian Yanga, Zhigen Wangd
Rock Mechanics Bulletin | 2026, 5(2) : 100271
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Rock Mechanics Bulletin | 2026, 5(2): 100271
A method for evaluating the stability of roadway surrounding rock based on a modified damage evolution characteristic model considering rock mass residual strength and 3D DEM
Full
Shengrong Xiea, Yuxuan Wanga, Yiyi Wua, b, c, *, Jian Yanga, Zhigen Wangd
Affiliations
  • aSchool of Energy and Mining Engineering, China University of Mining & Technology (Beijing), Beijing, 100083, China
  • bState Key Laboratory for Tunnel Engineering, China University of Mining and Technology (Beijing), Beijing, 100083, China
  • cCollege of Construction Engineering, Jilin University, Changchun, 130021, China
  • dChina Coal Huayu Nanyangpo Coal Industry Co., Ltd., Shuozhou, 036999, China
Published: 2026-04-10 doi: 10.1016/j.rockmb.2025.100271
Outline
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Repetitive mining in multi-seam conditions induces cumulative damage to surrounding rock, significantly increasing the risk of roadway instability. Taking the roadway in the extra-thick coal seam fully mechanized top-coal caving face as the research object, this study innovatively developed a modified damage evolution characteristic model that considers the residual strength of rock mass to quantify the regulatory effect of damage variable D on roof fracture span: damage to the main roof reduces the initial and periodic fracture spans, significantly increasing the probability of sliding and rotational instability of the voussoir beam structure. On this basis, a three-dimensional discrete element method (3D DEM) model was established, and orthogonal tests were designed to reveal the coupling mechanism of the spatial position of fracture lines and coal pillar width on rock mass damage. The results show that when the coal pillar width increases from 8 m to 16 m, the peak stress at the roadway ribs decreases by 26.5%-43.3%, and the influence range of the second invariant of the deviatoric stress tensor (J2) shrinks. The attenuation of stress gradient leads to a decrease in the evolution rate of plastic damage with increasing coal pillar width, while the position of the fracture line has a weak regulatory effect on the stress-plastic response of the coal pillar. The results of theoretical analysis and 3D DEM simulations have effectively guided on-site engineering practice.

Multi-seam mining  /  Modified damage evolution characteristic model  /  Three-dimensional discrete element method (3D DEM)  /  Coal pillar width  /  Fracture line position
Shengrong Xie, Yuxuan Wang, Yiyi Wu, Jian Yang, Zhigen Wang. A method for evaluating the stability of roadway surrounding rock based on a modified damage evolution characteristic model considering rock mass residual strength and 3D DEM[J]. Rock Mechanics Bulletin, 2026 , 5 (2) : 100271 - . DOI: 10.1016/j.rockmb.2025.100271
  • National Natural Science Foundation of China(52074296)
Year 2026 volume 5 Issue 2
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Article Info
doi: 10.1016/j.rockmb.2025.100271
  • Receive Date:2025-07-24
  • Online Date:2026-06-17
  • Published:2026-04-10
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History
  • Received:2025-07-24
  • Revised:2025-09-15
  • Accepted:2025-11-01
Funding
National Natural Science Foundation of China(52074296)
Affiliations
    aSchool of Energy and Mining Engineering, China University of Mining & Technology (Beijing), Beijing, 100083, China
    bState Key Laboratory for Tunnel Engineering, China University of Mining and Technology (Beijing), Beijing, 100083, China
    cCollege of Construction Engineering, Jilin University, Changchun, 130021, China
    dChina Coal Huayu Nanyangpo Coal Industry Co., Ltd., Shuozhou, 036999, China

Corresponding:

* Corresponding author. E-mail address: (Y. Wu).
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表12种不同金属材料的力学参数

Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)

Genus
种数
Number of
species
占总种数比例
Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
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