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Simulation Study on Energy Evolution and Failure Characteristics of Layered Composite Rock
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Liang HU1, Taoli XIAO1, Haicheng SHE1, 2, Yunfeng ZHAO1, Yuanlong ZHENG1, 3
Mining Research and Development | 2025, 45(2) : 184 - 194
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Mining Research and Development | 2025, 45(2): 184-194
Simulation Study on Energy Evolution and Failure Characteristics of Layered Composite Rock
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Liang HU1, Taoli XIAO1, Haicheng SHE1, 2, Yunfeng ZHAO1, Yuanlong ZHENG1, 3
Affiliations
  • 1.School of Urban Construction, Yangtze University, Jingzhou, Hubei 434023, China
  • 2.The Key Laboratory of Well Stability and Fluid & Rock Mechanics in Oil and Gas Reservoir of Shaanxi Province, Xi'an, Shaanxi 710065, China
  • 3.Zhuhai Construction Engineering Group, Zhuhai, Guangdong 519085, China
Published: 2025-02-25
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In geotechnical engineering, instability failure often occurs in multi-layer rock mass at the same time, and its different combinations, lithology and other factors will affect the development trend of cracks. The discrete element PFC2D software was used to establish the sample model, and the uniaxial compression experiment was simulated to reveal the influence of the proportion of soft and hard rock strata on the mechanical properties, failure characteristics and energy evolution law of rock samples. The results are drawn as follows. Firstly, the proportion of hard rock in the layered composite rock sample is the main factor affecting the peak strength of the rock sample. As the proportion of hard rock increases, the peak stress of the rock sample gradually increases. Secondly, the number of microcracks and the total input strain energy of the layered composite rock sample are the minimum when the thickness ratio (R) of the adjacent rock layer is the smallest, indicating that the decrease of R will lead to the early failure of the rock sample. Thirdly, the elastic energy consumption ratio K is introduced into the energy analysis of layered composite rock samples, and it is verified that the increase of K value would be used as an early warning signal for rock deformation and failure. Fourthly, the main failure mode of the layered composite rock sample is tension-shear mixed failure, and the macroscopic cracks generally originate in soft rock part. Then, due to the sharp increase of the transverse strain of the soft rock part, the cracks penetrate into the hard rock part, revealing that the failure of the rock sample is a process of gradual loss of bearing capacity. The research results can provide a reference for practical engineering.

Layered composite rock  /  Numerical simulation  /  Failure characteristics  /  Energy evolution  /  Elastic energy consumption ratio
胡量, 肖桃李, 折海成, 赵云峰, 郑远龙. 层状复合岩的能量演化及破坏特征模拟研究. 矿业研究与开发, 2025 , 45 (2) : 184 -194 .
Liang HU, Taoli XIAO, Haicheng SHE, Yunfeng ZHAO, Yuanlong ZHENG. Simulation Study on Energy Evolution and Failure Characteristics of Layered Composite Rock[J]. Mining Research and Development, 2025 , 45 (2) : 184 -194 .
Year 2025 volume 45 Issue 2
56
27
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Article Info
  • Receive Date:2024-02-29
  • Online Date:2026-10-29
  • Published:2025-02-25
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  • Received:2024-02-29
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Affiliations
    1.School of Urban Construction, Yangtze University, Jingzhou, Hubei 434023, China
    2.The Key Laboratory of Well Stability and Fluid & Rock Mechanics in Oil and Gas Reservoir of Shaanxi Province, Xi'an, Shaanxi 710065, China
    3.Zhuhai Construction Engineering Group, Zhuhai, Guangdong 519085, China
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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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