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Study on Surrounding Rock Stability of Seepage Tunnel Blasting Excavation in a Fault Zone Based on Cusp Mutation Theory
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Yan-chao GUO1, 2, Xu-zhe LI2, Jing-chuan MIAO1, Nuo CHEN2, Wen-jie LI2, Bin LIANG2
Water Resources and Power | 2023, 41(11) : 138 - 142
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Water Resources and Power | 2023, 41(11): 138-142
WATER CONSERVANCY AND HYDROPOWER ENGINEERING
Study on Surrounding Rock Stability of Seepage Tunnel Blasting Excavation in a Fault Zone Based on Cusp Mutation Theory
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Yan-chao GUO1, 2, Xu-zhe LI2, Jing-chuan MIAO1, Nuo CHEN2, Wen-jie LI2, Bin LIANG2
Affiliations
  • 1.The 1st Construction Co., Ltd. of China Railway Construction 15th Group, Xi’an 710018, China
  • 2.School of Civil Engineering and Architecture, Henan University of Science and Technology, Luoyang 471000, China
Published: 2023-11-25 doi: 10.20040/j.cnki.1000-7709.2023.20222659
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Based on the instability criterion proposed by the cusp catastrophe theory, the whole surrounding rock was judged, and the relevant tunnel excavation model was established by using the finite element software MIDAS GTS NX, and the changes in surrounding rock stress, displacement and maximum vibration velocity peak in the tunnel-fault system under the conditions of groundwater seepage and blasting were studied by taking No. 2 tunnel project of Daliangshan in Lexi Highway of Sichuan Province for an example. The results show that the comprehensive stiffness ratio of the surrounding rock k<1 and the bifurcation set equation Δ<0 are found by the calculation of the instability criterion, both of which indicate that the surrounding rock has the risk of instability. Under the seepage condition, the maximum principal stress of the fault surrounding rock is 27.71 MPa, and the displacement settlement of the vault is 307.83 mm. Compared with the non-fault area, the stress increases by about 20.64%, and the displacement increases by 105.21%. Influenced by blasting factors, the maximum vertical peak vibration velocity at the fault area is about 13 times that of the common surrounding rock, it is up to 162.97 cm/s. It can be seen that the existence of a fault will have an amplification effect on the dynamic response of surrounding rock. Both theoretical calculation and numerical simulation results show that the F3 fracture of the Daliangshan Tunnel has the risk of instability, and corresponding preventive measures should be taken in advance during construction.

cusp catastrophe theory  /  fault zone tunnel  /  groundwater seepage  /  blasting  /  surrounding rock stability  /  numerical simulation
Yan-chao GUO, Xu-zhe LI, Jing-chuan MIAO, Nuo CHEN, Wen-jie LI, Bin LIANG. Study on Surrounding Rock Stability of Seepage Tunnel Blasting Excavation in a Fault Zone Based on Cusp Mutation Theory[J]. Water Resources and Power, 2023 , 41 (11) : 138 -142 . DOI: 10.20040/j.cnki.1000-7709.2023.20222659
Year 2023 volume 41 Issue 11
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Article Info
doi: 10.20040/j.cnki.1000-7709.2023.20222659
  • Receive Date:2022-12-29
  • Online Date:2026-01-27
  • Published:2023-11-25
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History
  • Received:2022-12-29
  • Revised:2023-02-01
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Affiliations
    1.The 1st Construction Co., Ltd. of China Railway Construction 15th Group, Xi’an 710018, China
    2.School of Civil Engineering and Architecture, Henan University of Science and Technology, Luoyang 471000, 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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