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Thermal-Force Coupled Unloading Failure Characterization in Granite with Different Fracture Inclinations
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Weihao Zeng1, Zhenghong Chen1, Qiunan Chen1, Guangwei Xiong2, Ying Chen1
Chinese Journal of Underground Space and Engineering | 2026, 22(2) : 517 - 527
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Chinese Journal of Underground Space and Engineering | 2026, 22(2): 517-527
Thermal-Force Coupled Unloading Failure Characterization in Granite with Different Fracture Inclinations
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Weihao Zeng1, Zhenghong Chen1, Qiunan Chen1, Guangwei Xiong2, Ying Chen1
Affiliations
  • 1.School of Civil Engineering, Hunan University of Science and Technology, Xiangtan, Hunan 411100, P. R. China
  • 2.School of Transportation Engineering, Changsha University of Science and Technology, Changsha 410000, P. R. China
Published: 2026-04-20 doi: 10.20174/j.JUSE.2026.02.13
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A large number of different inclinations of tectonic fracture exist for the Sichuan-Tibet Railway along the tunnel peripheral rock, and often in the high ground temperature and high stress coupling environment. In order to study the influence of fracture inclination on the unloading failure characteristics of hard rock under high temperature and high stress coupling, this paper analyzes the unloading rupture characteristics of granite specimens of a tunnel of Sichuan-Tibet Railway under 50 ℃ real-time temperature field through unloading test by adopting indoor test and numerical simulation method. The results show that: the unloading strength decreases with the increase of fracture inclination angle, when the fracture inclination angle is 0°, the unloading strength of the specimen under the 50 ℃ real-time temperature field is obviously smaller than the unloading strength at room temperature; the fracture specimen under the unloading condition has strong tensile damage characteristics, and the dilatancy phenomenon of the specimen under the 50 ℃ real-time temperature field is more obvious when the fracture inclination angle is 30°; When the fracture inclination angle is 0°, a penetrating fracture through the center of the pre-fracture is generated; under the real-time temperature field of 50 ℃, the larger the fracture inclination angle is, the more dispersed microcracks are developed in the unloading process of the specimen, and the smaller the inclination angle is of the pre-fracture, the earlier the accelerated point of fracture development occurs.

high stress unloading  /  thermal-force coupling  /  fracture inclination  /  granite
Weihao Zeng, Zhenghong Chen, Qiunan Chen, Guangwei Xiong, Ying Chen. Thermal-Force Coupled Unloading Failure Characterization in Granite with Different Fracture Inclinations[J]. Chinese Journal of Underground Space and Engineering, 2026 , 22 (2) : 517 -527 . DOI: 10.20174/j.JUSE.2026.02.13
Year 2026 volume 22 Issue 2
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doi: 10.20174/j.JUSE.2026.02.13
  • Receive Date:2025-04-29
  • Online Date:2026-06-17
  • Published:2026-04-20
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  • Received:2025-04-29
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Affiliations
    1.School of Civil Engineering, Hunan University of Science and Technology, Xiangtan, Hunan 411100, P. R. China
    2.School of Transportation Engineering, Changsha University of Science and Technology, Changsha 410000, P. R. 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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