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Viscoelastic Constitutive Model and Large Deformation Control Technology of Carbonaceous Slate with High Ground Stress
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Yu Liu1, 2, Tao Yan1, 2, Jialong Li1, 2, Tao Peng1, 3, Weijia Wang4
Chinese Journal of Underground Space and Engineering | 2026, 22(2) : 495 - 505
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Chinese Journal of Underground Space and Engineering | 2026, 22(2): 495-505
Viscoelastic Constitutive Model and Large Deformation Control Technology of Carbonaceous Slate with High Ground Stress
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Yu Liu1, 2, Tao Yan1, 2, Jialong Li1, 2, Tao Peng1, 3, Weijia Wang4
Affiliations
  • 1.School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, P. R. China
  • 2.Key Laboratory of Transportation Tunnel Engineering, Ministry of Education, Chengdu 610031, P. R. China
  • 3.Chengdu Surveying Geotechnical Research Institute Co., Ltd. of MCC, Chengdu 610023, P. R China
  • 4.Sichuan Jiaotou Design Consulting Research Institute Co., Ltd., Chengdu 610041, P. R. China
Published: 2026-04-20 doi: 10.20174/j.JUSE.2026.02.11
Outline
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In order to solve the problems such as long deformation time period, large deformation amount and insufficient support strength of carbonaceous slate tunnel with high ground stress. The viscoelastic constitutive model and large deformation control technique of carbonaceous slate are studied by laboratory experiment, numerical calculation and field test. The results show that: (1) The peak strength of the carbonaceous slate is greatly affected by the bedding inclination, exhibiting a U-shaped trend with increasing inclination, and the strength of the rocks with the bedding inclination of 45° is the weakest. (2) The unsteady Burgers creep constitutive model was constructed, and the creep parameters of the constitutive model were determined according to the triaxial creep test. (3) Six supporting conditions were established by using the creep constitutive model constructed. Considering safety and economy comprehensively, the supporting parameters of the large deformation control test section were defined in case 3 (HW175 steel frame, 0.6 m/pin, 4 m long anchor bolt set at the arch, 6m long anchor bolt set at the side wall, spacing 1.2 m×0.8 (ring × longitudinal)). (4) Through the test section, HW175 steel frame and 4 m arch top + 6 m side wall long anchor rod are used. The average arch top settlement and side wall convergence are 18.1 mm and 79.72 mm, respectively, meeting the purpose of controlling large deformation. The research results can provide reference for similar projects.

high ground stress  /  carbonaceous slate  /  creep experiment  /  viscoelastic constitutive model  /  deformation control
Yu Liu, Tao Yan, Jialong Li, Tao Peng, Weijia Wang. Viscoelastic Constitutive Model and Large Deformation Control Technology of Carbonaceous Slate with High Ground Stress[J]. Chinese Journal of Underground Space and Engineering, 2026 , 22 (2) : 495 -505 . DOI: 10.20174/j.JUSE.2026.02.11
Year 2026 volume 22 Issue 2
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doi: 10.20174/j.JUSE.2026.02.11
  • Receive Date:2025-07-02
  • Online Date:2026-06-17
  • Published:2026-04-20
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  • Received:2025-07-02
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Affiliations
    1.School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, P. R. China
    2.Key Laboratory of Transportation Tunnel Engineering, Ministry of Education, Chengdu 610031, P. R. China
    3.Chengdu Surveying Geotechnical Research Institute Co., Ltd. of MCC, Chengdu 610023, P. R China
    4.Sichuan Jiaotou Design Consulting Research Institute Co., Ltd., Chengdu 610041, 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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