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Effect of Single Fissure Distribution on Mechanical Properties and Propagation Failure of Composite Rock Samples
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De-chao ZHANG1, Tao-li XIAO1, Da-fei ZHANG2, Hai-cheng SHE1
Water Resources and Power | 2023, 41(4) : 176 - 180
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Water Resources and Power | 2023, 41(4): 176-180
WATER CONSERVANCY AND HYDROPOWER ENGINEERING
Effect of Single Fissure Distribution on Mechanical Properties and Propagation Failure of Composite Rock Samples
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De-chao ZHANG1, Tao-li XIAO1, Da-fei ZHANG2, Hai-cheng SHE1
Affiliations
  • 1.School of Urban Construction, Yangtze University, Jingzhou 434000, China
  • 2.Chengdu Dingjia Energy Technology Co., Ltd., Chengdu 610051, China
Published: 2023-04-25 doi: 10.20040/j.cnki.1000-7709.2023.20221256
Outline
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Fissure distribution has a significant effect on mechanical properties and damage failure of layered rock mass with complex fissures. Based on the uniaxial compression test and DIC technique, the influence of fissure location and fissure angle on the mechanical properties and failure of the composite fissure rock sample composed of sandstone-like and martial-like rocks was analyzed. The results show that the mechanical properties of composite fissure rock samples increase with the change of fissure location from sandstone, interface and marble and the increase of fissure angle. Influence of fissure location on rock sample failure: When the fissure is in marble, the initial crack is easy to be the far-field crack in sandstone, and the surface spalling occurs in both sandstone and marble, but the failure is more obvious in sandstone, is prone to "H-shaped failure". When the fissure is at the interface and sandstone, it is easy to produce wing crack and anti-wing crack at the crack tip of sandstone. Exfoliation occurs only in sandstone, "1γ shape failure" and "y shape failure" are easy to occur, respectively. At the same time, the stress-strain levels σ and ε corresponding to the initial crack generation at the same fissure angle increase with the change of fissure position from sandstone, sandstone to marble and marble. Influence of fissure angle on rock sample failure: When α=90°, the tip is not easy to crack, and when α=45°, the tip is easy to crack. When the fissure location is the same, the σ and ε of α=90° are the largest, while the σ and ε of α=0° and α=45°are the smallest. "H-shaped failure" occurs when α=0° and "y-shaped failure" occurs when α=90°. The research results are instructive for practical engineering construction and design.

composite rock sample  /  precast crack  /  fissure angle  /  crack location  /  failure mode
De-chao ZHANG, Tao-li XIAO, Da-fei ZHANG, Hai-cheng SHE. Effect of Single Fissure Distribution on Mechanical Properties and Propagation Failure of Composite Rock Samples[J]. Water Resources and Power, 2023 , 41 (4) : 176 -180 . DOI: 10.20040/j.cnki.1000-7709.2023.20221256
Year 2023 volume 41 Issue 4
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Article Info
doi: 10.20040/j.cnki.1000-7709.2023.20221256
  • Receive Date:2022-06-16
  • Online Date:2026-01-27
  • Published:2023-04-25
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  • Received:2022-06-16
  • Revised:2022-07-12
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    1.School of Urban Construction, Yangtze University, Jingzhou 434000, China
    2.Chengdu Dingjia Energy Technology Co., Ltd., Chengdu 610051, China
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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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