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Study of Deformation Control Measures for Concealed Underground Tunnels in Loess Areas Through Existing Stations in Close Proximity
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Long CHENG1, Zhipeng TAN2, Shenzhou HUANGFU1, Fenggang HE1, Yaxu HAN1, Bin GAO1, Fulong ZHEN2
Urban Rapid Rail Transit | 2025, 38(1) : 120 - 128
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Urban Rapid Rail Transit | 2025, 38(1): 120-128
Civil Engineering Technology
Study of Deformation Control Measures for Concealed Underground Tunnels in Loess Areas Through Existing Stations in Close Proximity
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Long CHENG1, Zhipeng TAN2, Shenzhou HUANGFU1, Fenggang HE1, Yaxu HAN1, Bin GAO1, Fulong ZHEN2
Affiliations
  • 1 Railway Engineering Company China Railway Electrification Bureau Group Co., Ltd. Beijing 100071
  • 2 School of Highway Chang'an University Xi'an 710064
doi: 10.3969/j.issn.1672-6073.2025.01.016
Outline
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Aiming at the problem of excessive settlement of the station caused by the new tunnel close to the existing station, relying on the project of Xi'an Metro Line 8 close to the Convention and Exhibition Center Station of Line 2, the numerical simulation and onsite monitoring are used to analyze the control effect of various control measures on the deformation of the existing station during the construction of the underpass. The recommended values of construction parameters of the tunnel in the loess area are given. The results show that: (1) The construction method and excavation footage have obvious effect on the deformation control of the station when it is close to the underpass. After the construction method is adjusted from the upper and lower step method to the onsite CRD method, the maximum settlement of the station is reduced by 50%. After the excavation footage is adjusted from 1.5 m to 0.5 m, the maximum settlement of the station is reduced by 30%. (2) The staggered distance between the upper and lower pilot tunnels and the erection of temporary steel support have a weak effect on the deformation control of the station, which can be appropriately adjusted according to the engineering geology and onsite monitoring. (3) Based on the project, the construction scheme of onsite CRD method +0.5 m excavation footage +5 m singleside cavern upper and lower guide hole staggered distance +5 m spacing temporary steel support is adopted. The onsite monitoring data are basically the same as the deformation law obtained by numerical calculation. The maximum settlement of the station side wall, ballast bed and track is 3.76, 2.91, 2.51 mm respectively, and the maximum differential settlement at the deformation joint is 3.54 mm, which meets the requirements of the station deformation control standard.

urban rail transit  /  bored engineering  /  control measures  /  closely-attached intersecting  /  established stations  /  deformation control
Long CHENG, Zhipeng TAN, Shenzhou HUANGFU, Fenggang HE, Yaxu HAN, Bin GAO, Fulong ZHEN. Study of Deformation Control Measures for Concealed Underground Tunnels in Loess Areas Through Existing Stations in Close Proximity[J]. Urban Rapid Rail Transit, 2025 , 38 (1) : 120 -128 . DOI: 10.3969/j.issn.1672-6073.2025.01.016
Year 2025 volume 38 Issue 1
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Article Info
doi: 10.3969/j.issn.1672-6073.2025.01.016
  • Receive Date:2024-05-31
  • Online Date:2025-07-09
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History
  • Received:2024-05-31
  • Revised:2024-09-05
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    1 Railway Engineering Company China Railway Electrification Bureau Group Co., Ltd. Beijing 100071
    2 School of Highway Chang'an University Xi'an 710064
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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
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占总种数比例
Percentage of
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种数
Number of
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Percentage of total
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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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