4.3 Article

Artificial Thawing of Frozen Ground: A Review

Journal

JOURNAL OF COLD REGIONS ENGINEERING
Volume 36, Issue 4, Pages -

Publisher

ASCE-AMER SOC CIVIL ENGINEERS
DOI: 10.1061/(ASCE)CR.1943-5495.0000280

Keywords

Artificial thawing; Frozen ground; Heat and mass transfer

Funding

  1. Department of Building, Energy and Material Technology, The Arctic University of Norway
  2. UiT-The Arctic University of Norway

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Understanding freezing and thawing processes in porous media is crucial for regions experiencing seasonal frost or permafrost. However, thawing of frozen ground has not received as much attention as ground freezing in research studies and field experiments. Accurately predicting thaw depth and rate remains challenging.
Understanding the freezing and thawing processes in porous media such as soils is important, especially in regions experiencing seasonal frost or permafrost. These processes have a wide range of implications as diverse as how to maintain the structural integrity of roads, railways, pipelines, and buildings, to when to plant seeds during the growth season. Thawing of frozen ground is the opposite process of ground freezing but has not received nearly as much attention as the latter in research studies or field experiments. Accurately predicting thaw depth or thaw rate is a challenging task. Many mathematical models have been proposed to describe the thawing process, with different perspectives and complexity. This paper provides an overview of historical modeling efforts made for predicting heat and mass transfer during thawing. Assumptions and premises for each model are discussed, as well as limitations and some applications. In addition, this paper reviews historical and modern approaches to thawing of frozen ground in cold regions, lists pros and cons of each method, and gives examples of applications. The review shows the need for further research and more accurate models, specifically for predicting thaw depth and thaw rates in frozen ground subjected to artificial thawing.

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