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Shear Behavior Analysis of Rock Mass Structural Plane Based on Discrete Element Method
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Wenbin XIN1, Peng WU2, Song CUI3, Le LI4
Mining Research and Development | 2025, 45(8) : 147 - 154
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收藏切换
Mining Research and Development | 2025, 45(8): 147-154
Shear Behavior Analysis of Rock Mass Structural Plane Based on Discrete Element Method
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Wenbin XIN1, Peng WU2, Song CUI3, Le LI4
Affiliations
  • 1.Mine Rescue Center of Ministry of Emergency Management of P.R.C.,Beijing 100013, China
  • 2.Changsha Branch, Zijin (Xiamen) Engineering Design Co.,Ltd., Changsha, Hunan 410017, China
  • 3.Beijing Jianlong Heavy Industry Group Co., Ltd., Beijing 100071, China
  • 4.Beijing Branch, China Ping An Property Insurance Co., Ltd., Beijing 100032, China
Published: 2025-08-25
Outline
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The structural plane of rock mass plays a key role in geological engineering, and its shear behavior has an important influence on the stability of rock mass and engineering safety. In order to deeply understand the shear behavior characteristics of rock mass structural plane, PFC2D was used to analyze the mechanical behavior of regular structural plane, asymmetric structural plane and irregular structural plane with different roughness under different normal stress conditions. The results show that the shear failure modes of the specimens can be divided into four types: the structural plane sliding along the sawtooth surface, the structural plane slides along the sawtooth surface and the sawtooth tip is cut off, the failure surface penetrates from the sawtooth bottom to the other side of the sawtooth, and the sawtooth bottom is completely cut off. With the increase of normal stress and undulating angle, the failure mode gradually changes from the structural plane sliding along the edge of the sawtooth force side to the sliding along the whole serrated surface, and finally evolves into the complete shear of the sawtooth bottom. The shear strength of the structural plane increases approximately linearly with the increase of normal stress and undulating angle. In the initial stage, the shear stress of the irregular structural plane increases approximately linearly with the increase of the shear displacement, and the normal stress has almost no correlation with the joint roughness.

Structural plane of rock mass  /  Shear stress  /  Normal stress  /  Failure mode  /  Undulating angle
辛文彬, 吴鹏, 崔松, 李乐. 基于离散元的岩体结构面剪切行为分析. 矿业研究与开发, 2025 , 45 (8) : 147 -154 .
Wenbin XIN, Peng WU, Song CUI, Le LI. Shear Behavior Analysis of Rock Mass Structural Plane Based on Discrete Element Method[J]. Mining Research and Development, 2025 , 45 (8) : 147 -154 .
Year 2025 volume 45 Issue 8
44
21
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Article Info
  • Receive Date:2024-09-13
  • Online Date:2026-10-28
  • Published:2025-08-25
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History
  • Received:2024-09-13
Affiliations
    1.Mine Rescue Center of Ministry of Emergency Management of P.R.C.,Beijing 100013, China
    2.Changsha Branch, Zijin (Xiamen) Engineering Design Co.,Ltd., Changsha, Hunan 410017, China
    3.Beijing Jianlong Heavy Industry Group Co., Ltd., Beijing 100071, China
    4.Beijing Branch, China Ping An Property Insurance Co., Ltd., Beijing 100032, China
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Citations
表12种不同金属材料的力学参数
科
Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)
属
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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