Author
Listed:
- Jun Hu
(School of Civil and Architectural Engineering, Hainan University, Haikou 570228, China
Marine Science and Technology Collaborative Innovation Center, Hainan University, Haikou 570228, China)
- Hanyu Dang
(School of Civil and Architectural Engineering, Hainan University, Haikou 570228, China
Marine Science and Technology Collaborative Innovation Center, Hainan University, Haikou 570228, China)
- Ying Nie
(Kunming Prospecting Design Institute of China Nonferrous Metals Industry Co., Ltd., Kunming 650051, China)
- Junxin Shi
(School of Civil and Architectural Engineering, Hainan University, Haikou 570228, China
Marine Science and Technology Collaborative Innovation Center, Hainan University, Haikou 570228, China)
- Zhaokui Sun
(School of Civil and Architectural Engineering, Hainan University, Haikou 570228, China
Marine Science and Technology Collaborative Innovation Center, Hainan University, Haikou 570228, China)
- Dan Zhou
(School of Civil and Architectural Engineering, Hainan University, Haikou 570228, China
Marine Science and Technology Collaborative Innovation Center, Hainan University, Haikou 570228, China)
- Yongchang Yang
(Hainan Institute of Hydrological and Geological Engineering Exploration, Haikou 571100, China)
Abstract
To enhance the design and construction efficiency of artificial ground freezing (AGF) in water-rich sandy strata, this study takes the No. 2 cross-passage of Zhengzhou Metro Line 8 as a case study and conducts an integrated analysis combining field monitoring and numerical simulation. During the freezing process, a sensor network was deployed to capture real-time data on temperature distribution and pore water pressure evolution. Based on the collected measurements, a three-dimensional hydrothermal coupled model was developed using COMSOL Multiphysics 6.1 and validated against field data. The results demonstrate a distinct multi-stage evolution in the formation of the frozen curtain, with the highest heat exchange rate observed at the initial phase. Under a 50-day freezing schedule, increasing the average coolant temperature by 4 °C still yielded a frozen wall that meets the design thickness requirement. Additionally, several cost-effective freezing schemes were explored to accommodate varying construction timelines. This study supports sustainable urban infrastructure development by minimizing energy consumption during artificial ground freezing (AGF) processes.
Suggested Citation
Jun Hu & Hanyu Dang & Ying Nie & Junxin Shi & Zhaokui Sun & Dan Zhou & Yongchang Yang, 2025.
"Sustainable Design of Artificial Ground Freezing Schemes Based on Thermal-Energy Efficiency Analysis,"
Sustainability, MDPI, vol. 17(22), pages 1-28, November.
Handle:
RePEc:gam:jsusta:v:17:y:2025:i:22:p:10143-:d:1793596
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