Comment on research of mechanical characterisitics of frozen soil walls in deep foundation pit support

DONG Zhao-xing; CUI Guang-xin

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Comment on research of mechanical characterisitics of frozen soil walls in deep foundation pit support

更新时间：2026-06-25

- Comment on research of mechanical characterisitics of frozen soil walls in deep foundation pit support
- Vol. 23, Issue 5, (2002)
- 作者机构：
- 作者简介：
- 基金信息：
- DOI：
  CLC： TU472.9
- Online First：04 September 2016，
  
  Published：2002
- 稿件说明：
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DONG Zhao-xing, CUI Guang-xin. Comment on research of mechanical characterisitics of frozen soil walls in deep foundation pit support[J]. 2002, 23(5).
DOI：

DONG Zhao-xing, CUI Guang-xin. Comment on research of mechanical characterisitics of frozen soil walls in deep foundation pit support[J]. 2002, 23(5). DOI：

摘要

人工土冻结技术在地下工程中的应用日益受到国内外重视。对冻结法设计中冻土墙厚度的各种确定方法进行了阐述与分析。另外，还阐述了冻土墙稳定性、可靠性设计的思路和具体内容，提出了今后研究的方向。

Abstract

Artificial ground freezing techningue will be used extensively in the underground construction

with ever increasing attention paid at home and abroad.Each method of frozen wall thickness was analyzed.The vavious methods for determining thinckness of a frozen soil wall are described and analyzed.Meanwhile

the tranin of thoughe and concrete contenets of desingning frozen soil walls'stability and reliabllity are also expounded.Finally

its research direction in future is proposed.

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