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Mechanical Properties and Crack Propagation Law of Layered Composite Rock Samples with Single Fracture
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Xiang Zhou1, Taoli Xiao1, Liang Hu1, 2, Haicheng She1, 3, Yunfeng Zhao1
Mining Research and Development | 2026, 46(6) : 120 - 128
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Mining Research and Development | 2026, 46(6): 120-128
Mechanical Properties and Crack Propagation Law of Layered Composite Rock Samples with Single Fracture
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Xiang Zhou1, Taoli Xiao1, Liang Hu1, 2, Haicheng She1, 3, Yunfeng Zhao1
Affiliations
  • 1.School of Urban Construction, Yangtze University, Jingzhou, Hubei 434023, China
  • 2.Wuhan Jiankai Engineering General Contracting Co., Ltd., Wuhan, Hubei 430012, China
  • 3.Key Laboratory of Dam Safety, Ministry of Water Resources, Nanjing, Jiangsu 210024, China
Published: 2026-06-18
Outline
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The engineering disturbance in the process of mining often leads to a variety of fractures in the rock, which affects its mechanical properties. Using indoor uniaxial compression test, combined with XTDIC and acoustic emission monitoring system, the effects of fracture position, fracture dip angle and rock combination on the mechanical behavior and failure mode of layered composite rock samples with single fracture were investigated. The results show that with the increase of fracture dip angle, the peak stress of fracture rock samples gradually increases from 13.19-25.34 MPa to 33.89-42.99 MPa, the elastic modulus shows a non-monotonic change trend of increasing first and then decreasing, the deterioration coefficient gradually decreases from 0.32-0.66 to 0.06-0.20, and the strength deterioration effect of fracture on sandstone is more significant than that of limestone. The fracture position dominates the evolution of the failure mode. When the fracture is located in the upper part of the rock sample, the tensile failure is dominant. When the fracture is located in the middle of the rock sample, the failure mode is regulated by the fracture dip angle. Under the low fracture dip angle, the tensile failure is still dominant, and under the high fracture dip angle, it is transformed into tensile-shear mixed failure. The analysis of acoustic emission parameters (RA/AF value) shows that when the fracture dip angle is low, the priority cracks are mainly tensile cracks, accounting for 81.69%-88.41%. With the increase of fracture dip angle, the proportion of shear cracks increases, and the failure mode gradually transitions from tensile failure to multi-tensile and less-shear failure, and finally forms a tensile-shear mixed failure with tensile cracks accounting for 56.33%-62.73%.

Layered composite rock  /  Mechanical property  /  Fracture dip angle  /  Fracture location  /  Crack evolution
周祥, 肖桃李, 胡量, 折海成, 赵云峰. 含单裂隙层状复合岩样力学特性及裂纹扩展规律. 矿业研究与开发, 2026 , 46 (6) : 120 -128 .
Xiang Zhou, Taoli Xiao, Liang Hu, Haicheng She, Yunfeng Zhao. Mechanical Properties and Crack Propagation Law of Layered Composite Rock Samples with Single Fracture[J]. Mining Research and Development, 2026 , 46 (6) : 120 -128 .
Year 2026 volume 46 Issue 6
35
10
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Article Info
  • Receive Date:2025-07-01
  • Online Date:2026-10-27
  • Published:2026-06-18
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  • Received:2025-07-01
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Affiliations
    1.School of Urban Construction, Yangtze University, Jingzhou, Hubei 434023, China
    2.Wuhan Jiankai Engineering General Contracting Co., Ltd., Wuhan, Hubei 430012, China
    3.Key Laboratory of Dam Safety, Ministry of Water Resources, Nanjing, Jiangsu 210024, 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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