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Large Deformation Mechanism and Treatment Measures of Shallow Buried Unsymmetrical Tunnel Portal Section with Silty Mudstone
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Jing-chuan MIAO1, 2, Nuo CHEN2, Wen-fei ZHENG1, Wen-jie LI2, Bin LIANG2
Water Resources and Power | 2023, 41(11) : 133 - 137
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Water Resources and Power | 2023, 41(11): 133-137
WATER CONSERVANCY AND HYDROPOWER ENGINEERING
Large Deformation Mechanism and Treatment Measures of Shallow Buried Unsymmetrical Tunnel Portal Section with Silty Mudstone
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Jing-chuan MIAO1, 2, Nuo CHEN2, Wen-fei ZHENG1, 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.1000-7709.2023.20222601
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In view of the local large deformation, collapse and erosion of silty mudstone entrance section of Daliangshan Highway #2 tunnel, through the field monitoring, indoor swelling test of surrounding rock and 3D modeling analysis, the mechanism of large deformation of initial support was studied. The impact of factors including rainwater, secondary deformation of surrounding rock and silt bias on the large deformation was discussed. The remediation plan was put forward. The results show that the surface clay rock above the tunnel is swelling rock, and the silty mudstone is non-expansive rock, and the tunnel deformation has little affected by the expansion of the surrounding rock. Affected by continuous rainfall, the change in the settlement of the vault is the most obvious, and the settlement increased by 150 mm compared with the pre-rainfall. The theoretical value of horizontal pressure on the deep buried side of the tunnel is 1.73 times that of the shallow side, and the tunnel structure is subjected to obvious bias load. The comprehensive treatment scheme of strengthening temporary support + advanced support of large pipe shed + grouting reinforcement of double-layer small conduit + addition of anti-slip piles at the junction of light and dark at the top of the cave + two rows of pipe piles on the left side of the left hole and two rows of pipe piles in the middle of the left and right holes of the hole section of the hole was adopted, and the deformation of the tunnel was reduced by 87%, and the large deformation of the initial support is effectively controlled.

rainfall infiltration  /  silty mudstone  /  shallow buried biased tunnel  /  large deformation mechanism  /  laboratory test  /  numerical simulation
Jing-chuan MIAO, Nuo CHEN, Wen-fei ZHENG, Wen-jie LI, Bin LIANG. Large Deformation Mechanism and Treatment Measures of Shallow Buried Unsymmetrical Tunnel Portal Section with Silty Mudstone[J]. Water Resources and Power, 2023 , 41 (11) : 133 -137 . DOI: 10.20040/j.cnki.1000-7709.2023.20222601
Year 2023 volume 41 Issue 11
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Article Info
doi: 10.20040/j.cnki.1000-7709.2023.20222601
  • Receive Date:2022-12-17
  • Online Date:2026-01-27
  • Published:2023-11-25
Article Data
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History
  • Received:2022-12-17
  • Revised:2023-02-22
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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