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Analysis of the Influence of Groundwater Level Rise on the Structure of a Metro Station in a Cobble Stratum
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Zhongdong LIANG1, Zhibin LI1, Qifeng GUAN1, Yue ZHANG1, Yepeng SHAN2, Guoqing CAI2
Urban Rapid Rail Transit | 2026, 39(2) : 97 - 105
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Urban Rapid Rail Transit | 2026, 39(2): 97-105
• Civil Engineering Technology •
Analysis of the Influence of Groundwater Level Rise on the Structure of a Metro Station in a Cobble Stratum
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Zhongdong LIANG1, Zhibin LI1, Qifeng GUAN1, Yue ZHANG1, Yepeng SHAN2, Guoqing CAI2
Affiliations
  • 1.Beijing MTR Corporation Ltd., Beijing 100068
  • 2. School of Civil Engineering, Beijing Jiaotong University, Beijing 100044
doi: 10.3969/j.issn.1672-6073.2026.02.012
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To evaluate and mitigate risks to the structure of a metro station in a cobble stratum under rising groundwater, this study utilized the finite element method to develop a two-dimensional numerical model of a representative cross-section based on a Beijing subway station project. The model reasonably incorporates strength degradation induced by soil wetting and comprehensively examines the structural internal forces, displacements, and evolution of plastic zones within the ground in response to scenarios of groundwater level rise in gravelly deposits. The simulation results show that the base slab, roof slab and sidewalls, as the enclosure structure, all exhibit increased compressive stress on their soil-facing surfaces. The base slab and roof slab bear the horizontal stress from the sidewalls, thereby offsetting part of the mid-span bending moment and reducing the tensile stress. The intermediate slab and the central column, as intermediate supporting members, continue to perform their supporting function effectively. Notably, the slab-column and slab-wall connections are regions of stress concentration and therefore require particular attention to prevent structural cracking or damage caused by excessive stress. In a cobble stratum, both the stratum and station experience uplift, with the station's uplift marginally surpassing the surrounding soil. Structural integrity remains unscathed without local deformation, thus indicating a relatively diminished risk of localized structural harm. The plastic zone is mainly concentrated in areas such as the bottom corners of the sidewalls and does not extend to the ground surface to form a rupture zone, indicating a low probability of overall instability.

urban rail transit  /  groundwater level rise  /  cobble stratum  /  metro station  /  numerical simulation
梁中东, 李志斌, 关祈峰, 张悦, 单冶鹏, 蔡国庆. 卵石地层中地下水位上升对地铁车站结构的影响. 都市快轨交通, 2026 , 39 (2) : 97 -105 . DOI: 10.3969/j.issn.1672-6073.2026.02.012
Zhongdong LIANG, Zhibin LI, Qifeng GUAN, Yue ZHANG, Yepeng SHAN, Guoqing CAI. Analysis of the Influence of Groundwater Level Rise on the Structure of a Metro Station in a Cobble Stratum[J]. Urban Rapid Rail Transit, 2026 , 39 (2) : 97 -105 . DOI: 10.3969/j.issn.1672-6073.2026.02.012
Year 2026 volume 39 Issue 2
151
29
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Article Info
doi: 10.3969/j.issn.1672-6073.2026.02.012
  • Receive Date:2024-08-29
  • Online Date:2026-09-20
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  • Received:2024-08-29
  • Revised:2025-11-12
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    1.Beijing MTR Corporation Ltd., Beijing 100068
    2. School of Civil Engineering, Beijing Jiaotong University, Beijing 100044
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表12种不同金属材料的力学参数
科
Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)
属
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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