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Instability analysis and safe thickness calculation of waterproof rock mass based on mutation theory
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Lin FANG1, Sheng GONG2, Guilin WANG2, Hao YU2
China Safety Science Journal | 2024, 34(3) : 76 - 83
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China Safety Science Journal | 2024, 34(3): 76-83
Safety engineering technology
Instability analysis and safe thickness calculation of waterproof rock mass based on mutation theory
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Lin FANG1, Sheng GONG2, Guilin WANG2, Hao YU2
Affiliations
  • 1 China Merchants Chongqing Communications Technology Research & Design Institute Co.,Ltd.,Chongqing 400067,China
  • 2 College of Civil Engineering,Chongqing University,Chongqing 400044,China
Published: 2024-03-28 doi: 10.16265/j.cnki.issn1003-3033.2024.03.0344
Outline
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In order to ensure the safety of the construction and operation of the karst water inrush tunnel,based on the elastic beam model,double cusp mutation model of the instability of the karst water inrush roof under dynamic disturbance was established by using the catastrophe theory. Considering the surrounding rock properties,hydrostatic pressure,dynamic disturbance and other factors,the instability mechanism and failure conditions of the roof of karst water inrush tunnel were analyzed,the discriminant equation of its instability mutation was established,and the minimum safe thickness of the roof was solved by Matlab software programming. At the same time,in order to avoid the irrationality of the theoretical formula of the mutation when the hydrostatic pressure was too large,the minimum safe thickness of the hydrostatic pressure was calculated separately,and the greater value of two calculated values was taken. The results show that whether the waterproof rock mass remains stable is determined by the factors the internal and external factors of rock mass. The minimum safe thickness of the rock mass increases with the increase of the span of the rock mass,and decreases with the increase of the elastic modulus of the rock mass. When the vibration frequency is constant,the greater the blasting load,the greater the minimum safe thickness of rock mass. When the blasting load is constant,the greater the frequency of blasting vibration,the smaller the minimum safe thickness of rock mass. The greater the hydrostatic pressure,the greater the minimum safe thickness of rock mass. The engineering example shows that this method of calculating the safety thickness of the roof of karst tunnel is feasible and highly accurate.

mutation theory  /  waterproof rock mass instability  /  safe thickness  /  dynamic loading  /  hydrostatic pressure
Lin FANG, Sheng GONG, Guilin WANG, Hao YU. Instability analysis and safe thickness calculation of waterproof rock mass based on mutation theory[J]. China Safety Science Journal, 2024 , 34 (3) : 76 -83 . DOI: 10.16265/j.cnki.issn1003-3033.2024.03.0344
Year 2024 volume 34 Issue 3
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Article Info
doi: 10.16265/j.cnki.issn1003-3033.2024.03.0344
  • Receive Date:2023-09-20
  • Online Date:2025-07-09
  • Published:2024-03-28
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History
  • Received:2023-09-20
  • Revised:2023-12-25
Affiliations
    1 China Merchants Chongqing Communications Technology Research & Design Institute Co.,Ltd.,Chongqing 400067,China
    2 College of Civil Engineering,Chongqing University,Chongqing 400044,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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