Artificial ground freezing for underground construction - a brief review of the theory, practice and challenge

被引:1
|
作者
Mao, Huan [1 ]
Huang, Jie [2 ]
Johnson, Drew W. [2 ]
机构
[1] Changde Renhe Construct Co Ltd, Engn Dept, Changde, Peoples R China
[2] Univ Texas San Antonio, Sch Civil & Environm Engn & Construct Management, San Antonio, TX USA
关键词
artificial ground freezing (AGF); soil improvement; excavation; underground construction; tunnel; FULLY SATURATED SOIL; FROZEN SOIL; CREEP; MODEL; OPTIMIZATION;
D O I
10.3389/fbuil.2024.1453407
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Since Artificial ground Freezing (AGF) appeared in the 1880s in the mining sector in Europe, it has been used for various construction applications worldwide. In recent years, it has been increasingly popular in urban projects due to its versatility and applicability to complicated site conditions. So far, it has been used to stabilize substrata to nearly 1,000 m below the ground surface, which is considered not possible for many other ground improvement technologies. Due to the growth in field applications, the practice and theories related to AGF have become more mature in the most recent two decades. The improvement in understanding of this topic is a result of lessons that have been learned through numerous projects, as well as a variety of comprehensive studies that have been completed. This paper reviews the existing practice, the recent development on AGF and the challenges of AGF.
引用
收藏
页数:5
相关论文
共 50 条
  • [21] Monitoring and Evaluation of Artificial Ground Freezing in Metro Tunnel Construction-A Case Study
    Qixiang Yan
    Wang Wu
    Chuan Zhang
    Shuqi Ma
    Yuanping Li
    KSCE Journal of Civil Engineering, 2019, 23 : 2359 - 2370
  • [22] Modeling Artificial Ground Freezing for Construction of Two Tunnels of a Metro Station in Napoli (Italy)
    Mauro, Alessandro
    Normino, Gennaro
    Cavuoto, Filippo
    Marotta, Pasquale
    Massarotti, Nicola
    ENERGIES, 2020, 13 (05)
  • [23] SIMPLIFICATION POSSIBILITIES FOR COUPLED THM MODELS OF ARTIFICIAL GROUND FREEZING IN THE CONSTRUCTION OF MINE SHAFTS
    Semin, M. A.
    PROCEEDINGS OF THE TULA STATES UNIVERSITY-SCIENCES OF EARTH, 2021, 4 : 453 - 463
  • [24] Optimal Predictive Control - A brief review of theory and practice
    Misik, Stefan
    Cela, Arben
    Bradac, Zdenek
    IFAC PAPERSONLINE, 2016, 49 (25): : 324 - 329
  • [25] Improved analytical prediction of ground frost heave during tunnel construction using artificial ground freezing technique
    Cai, Haibing
    Liu, Zheng
    Li, Sheng
    Zheng, Tenglong
    TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2019, 92
  • [26] Analyses of the Ground Surface Displacement under Reinforcement Construction in the Shield Tunnel End Using the Artificial Ground Freezing Method
    Xiang, Hui
    Zhang, Guoce
    Cheng, Po
    Hu, Jun
    Wang, Zhixin
    Zeng, Dongling
    APPLIED SCIENCES-BASEL, 2023, 13 (14):
  • [27] A Review of the Theory and Practice of Smart City Construction in China
    Liu, Zhengrong
    Wu, Jianping
    SUSTAINABILITY, 2023, 15 (09)
  • [28] Determination of the hydrodynamic condition in artificial ground freezing based on multi-field coupling theory
    Li, Zhiming
    Jiang, Rui
    Tang, Aiping
    Anatolyevich, Kudryavtsev Sergey
    THERMAL SCIENCE AND ENGINEERING PROGRESS, 2025, 59
  • [29] Enhancing efficiency in the control of artificial ground freezing for shaft construction: A case study of the Darasinsky potash mine
    Semin, Mikhail
    Golovatyi, Ivan
    Levin, Lev
    Pugin, Aleksei
    CLEANER ENGINEERING AND TECHNOLOGY, 2024, 18
  • [30] Design of ground freezing as temporary support during the construction of underground structures of the subway line 'U5' in Berlin
    Hass, H
    Seegers, J
    GROUND FREEZING 2000: FROST ACTION IN SOILS, 2000, : 295 - 298