Research Progress of Freezing Sinking Theory and Technology

DOI

10.2991/978-94-6463-780-9_27How to use a DOI?

Keywords

freezing method; underground space; freezing wall; shaft wall

Abstract

Freezing method has been applied in underground space development because of its high safety and reliability, good anti-seepage performance, wide application range and green environmental protection. This paper reviews the basic principle of freezing method and its research status in subway tunnel and underground space, summarizes the theory and application of freezing wall design of shaft in deep alluvium and water-rich soft rock stratum, analysis the shaft wall structure type and high-strength and high-performance concrete shaft wall material and design theory, and puts forward the prospect of practical engineering application of freezing method, in order to provide reference for further application of freezing method.

Copyright

© 2025 The Author(s)

Open Access

Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.

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TY  - CONF
AU  - Xiaohua Yang
AU  - Haifeng Shi
PY  - 2025
DA  - 2025/07/03
TI  - Research Progress of Freezing Sinking Theory and Technology
BT  - Proceedings of the 2025 International Conference on Engineering Management and Safety Engineering (EMSE 2025)
PB  - Atlantis Press
SP  - 279
EP  - 290
SN  - 2352-5401
UR  - https://doi.org/10.2991/978-94-6463-780-9_27
DO  - 10.2991/978-94-6463-780-9_27
ID  - Yang2025
ER  -