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Dewatering-induced deformation of multi-aquifer leaking excavation in soft soil area and its control method
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Zhanlei LIU1, Shilong ZHOU3, Haiwei JIN1, Ruozhan WANG2, Jianzheng SONG2, Qinghan LI3
Journal of China Institute of Water Resources and Hydropower Research | 2026, 24(3) : 378 - 389
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Journal of China Institute of Water Resources and Hydropower Research | 2026, 24(3): 378-389
Dewatering-induced deformation of multi-aquifer leaking excavation in soft soil area and its control method
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Zhanlei LIU1, Shilong ZHOU3, Haiwei JIN1, Ruozhan WANG2, Jianzheng SONG2, Qinghan LI3
Affiliations
  • 1Tianjin Engineering Co., Ltd. of China Railway Beijing Engineering Group,Tianjin300000,China
  • 2China Institute of Water Resources and Hydropower Research,Beijing100038, China
  • 3Department of Civil Engineering, Tianjin University,Tianjin300072,China
Published: 2026-05-28 doi: 10.13244/j.cnki.jiwhr.20240191
Outline
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In coastal area of China, there are many aquifers widely distributed in the soil layer, which need dewatering in the process of excavation construction. If it is easy for water to leak between different aquifers, and difficult to fully block the hydraulic connection between inside and outside the excavation, it will cause a large change of water level outside the excavation in the process of dewatering, leading to a series of environmental problems. Therefore, the deformation pattern and control method caused by the dewatering in multi-aquifer leaking excavation are worthy of further study. Based on the dewatering test results of the excavation of a subway station in Tianjin, this paper adopts the finite element method to study the influence of silt lens and leaking aquifers on the excavation deformation in the toe soil layer of the diaphragm wall induced by dewatering. Moreover, the mechanism of influence of silt lens on dewatering induced deformation and the comparative study of deformation induced by different dewatering schemes are also conducted. The results show that hydraulic connection between the upper and lower aquifers at the depth of the toe of the diaphragm wall can reduce the deformation of the diaphragm wall while increasing the settlement outside the excavation. The mechanism behind this is that the hydraulic connection reduces the pore pressure difference between the sides of the diaphragm wall, but increases the drawdown outside the excavation. In this case, it is recommended to adopt the “deep and shallow well” dewatering system with independent filters for the phreatic and confined aquifers, along with timely installation of horizontal supports. Dewatering should be implemented as needed to control the deformation induced by the dewatering process.

leaking aquifer  /  numerical simulation  /  excavation dewatering  /  diaphragm wall deformation  /  settlement
Zhanlei LIU, Shilong ZHOU, Haiwei JIN, Ruozhan WANG, Jianzheng SONG, Qinghan LI. Dewatering-induced deformation of multi-aquifer leaking excavation in soft soil area and its control method[J]. Journal of China Institute of Water Resources and Hydropower Research, 2026 , 24 (3) : 378 -389 . DOI: 10.13244/j.cnki.jiwhr.20240191
Year 2026 volume 24 Issue 3
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Article Info
doi: 10.13244/j.cnki.jiwhr.20240191
  • Receive Date:2024-09-23
  • Online Date:2026-06-25
  • Published:2026-05-28
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  • Received:2024-09-23
Affiliations
    1Tianjin Engineering Co., Ltd. of China Railway Beijing Engineering Group,Tianjin300000,China
    2China Institute of Water Resources and Hydropower Research,Beijing100038, China
    3Department of Civil Engineering, Tianjin University,Tianjin300072,China
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表12种不同金属材料的力学参数

Family
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Number of
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Number of
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Number of
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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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