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Numerical Simulation and Engineering Verification of Freezing Construction of Vertical Shaft Under Complex Coastal Conditions
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Weifeng HU1, 2, Xiaobing YAN1, 2, Peidong ZHAO2, 3
Mining Research and Development | 2025, 45(3) : 41 - 48
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Mining Research and Development | 2025, 45(3): 41-48
Numerical Simulation and Engineering Verification of Freezing Construction of Vertical Shaft Under Complex Coastal Conditions
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Weifeng HU1, 2, Xiaobing YAN1, 2, Peidong ZHAO2, 3
Affiliations
  • 1.Hunan Lianshao Construction Engineering (Group) Co., Ltd., Changsha, Hunan 410125, China
  • 2.Hongda Blasting Engineering Group Co., Ltd., Changsha, Hunan 410011, China
  • 3.School of Resources and Safety Engineering, Central South University, Changsha, Hunan 410083, China
Published: 2025-03-25
Outline
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To study the influence of seepage field on the freezing temperature in the loose accumulation rock group of the intake air shaft in the gold mining area in the northern sea area of Sanshan Island, Laizhou City, based on the flow velocity measurement and the material parameters of the rock group, the COMSOL finite element numerical model was established. The intersection time of the three-circle freezing construction of the vertical shaft and the formation time of the freezing curtain were predicted, and the reliability of the design and numerical simulation of the three-circle freezing construction scheme of the vertical shaft was verified by an engineering example. The results show that due to the high flow velocity of coastal groundwater, the intersection line of the inflow surface is shaped like teeth during the freezing process. The low temperature of the freezing pipe has a significant impact on the downstream under the seepage action, and the freezing curtain develops asymmetrically and shifts to the downstream of seepage. The three-circle freezing design reduces the temperature of the shaft excavation area to below the phase transition temperature of −1 ℃ after 18 days of freezing. In the engineering verification, the intersection time and the freezing curtain formation time are 25 d and 36 d, respectively, which are consistent with the numerical simulation results. The research results can provide reference for similar projects.

Intake air shaft  /  Three-circle freezing construction  /  Seepage velocity  /  Temperature field  /  Numerical simulation
胡伟丰, 闫小兵, 赵培东. 沿海复杂条件立井冻结施工数值模拟与工程验证. 矿业研究与开发, 2025 , 45 (3) : 41 -48 .
Weifeng HU, Xiaobing YAN, Peidong ZHAO. Numerical Simulation and Engineering Verification of Freezing Construction of Vertical Shaft Under Complex Coastal Conditions[J]. Mining Research and Development, 2025 , 45 (3) : 41 -48 .
Year 2025 volume 45 Issue 3
65
31
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Article Info
  • Receive Date:2024-04-09
  • Online Date:2026-10-29
  • Published:2025-03-25
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  • Received:2024-04-09
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Affiliations
    1.Hunan Lianshao Construction Engineering (Group) Co., Ltd., Changsha, Hunan 410125, China
    2.Hongda Blasting Engineering Group Co., Ltd., Changsha, Hunan 410011, China
    3.School of Resources and Safety Engineering, Central South University, Changsha, Hunan 410083, China
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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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