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Effect of Joint Inclination Angle on Dynamic Properties and Energy Transfer of Deep Tuff
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Xu-fan TIAN1, Xiang-long LI1, Yuan-ming HUANG2, Yan-wei ZHAO2, Zheng-xiang HU2
Blasting | 2024, 41(3) : 43 - 50
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Blasting | 2024, 41(3): 43-50
THEORETICAL AND TECHNOLOGICAL EXPLORATION
Effect of Joint Inclination Angle on Dynamic Properties and Energy Transfer of Deep Tuff
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Xu-fan TIAN1, Xiang-long LI1, Yuan-ming HUANG2, Yan-wei ZHAO2, Zheng-xiang HU2
Affiliations
  • 1.Faculty of Land Resources Engineering, Kunming University of Science and Technology, Kunming 650093, China
  • 2.Yuxi Mining Co., Ltd, Yuxi 653100, China
Published: 2024-09-01 doi: 10.3963/j.issn.1001-487X.2024.03.006
Outline
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In order to investigate the mechanical properties and energy transfer law of jointed deep tuff under one-dimensional dynamic loading, seven kinds of tuff specimens with specified natural joint inclinations were tested by SHPB test device. During the tests, the dynamic process was recorded by high-speed camera in real time. The influence of joint inclination angle on the dynamic response characteristics of deep tuffs was systematically analyzed in terms of dynamic strength, energy dissipation and macroscopic damage. The results show that tuffs has the lowest dynamic strength when the joint inclination is 45°, and the dynamic compressive strength and peak strain show a tendency of decreasing firstly and then increasing in the range of joint inclination angle increasing from 0° to 90°. Besides, the final damage modes of the specimens are controlled by the nodal inclination, and the final damage modes of tuff specimens with different nodal inclinations can be classified into tensile damage, tensile-shear composite damage and shear damage. When the incident energy is roughly the same, the reflection energy ratio and transmission energy ratio of tuff present a decrease-increase trend with the increase of natural joint inclination angle, with the lowest energy ratio at 45°. However, the trend of the dissipation energy ratio is opposite. The energy-time density increased first and then decreased with the increase of joint inclination angle. When the direction of load and joint is within 45°~60°, more energy is absorbed and used for self-crack propagation.

HSPB test  /  deep tuff  /  natural joints  /  energy dissipation  /  dynamical characteristics  /  joints inclination
Xu-fan TIAN, Xiang-long LI, Yuan-ming HUANG, Yan-wei ZHAO, Zheng-xiang HU. Effect of Joint Inclination Angle on Dynamic Properties and Energy Transfer of Deep Tuff[J]. Blasting, 2024 , 41 (3) : 43 -50 . DOI: 10.3963/j.issn.1001-487X.2024.03.006
  • National Natural Science Foundation of China Grant(52274083)
Year 2024 volume 41 Issue 3
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Article Info
doi: 10.3963/j.issn.1001-487X.2024.03.006
  • Receive Date:2023-09-05
  • Online Date:2026-03-20
  • Published:2024-09-01
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History
  • Received:2023-09-05
Funding
National Natural Science Foundation of China Grant(52274083)
Affiliations
    1.Faculty of Land Resources Engineering, Kunming University of Science and Technology, Kunming 650093, China
    2.Yuxi Mining Co., Ltd, Yuxi 653100, China

Corresponding:

LI Xiang-long (1981-), male, professor, doctoral supervisor, mainly engaged in the research on rock crushing and engineering blasting, (E-mail) .
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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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