Skip to main content Accessibility help
×
Hostname: page-component-8448b6f56d-gtxcr Total loading time: 0 Render date: 2024-04-25T00:28:38.843Z Has data issue: false hasContentIssue false

2 - Freezing and frozen soils

Published online by Cambridge University Press:  22 August 2009

Walter Fourie
Affiliation:
Dept. of Civil and Environmental Engineering, University of Alaska Fairbanks, PO Box 755900, Fairbanks AK 99775, USA
Yuri Shur
Affiliation:
Dept. of Civil and Environmental Engineering, University of Alaska Fairbanks, PO Box 755900, Fairbanks AK 99775, USA
Dennis M. Filler
Affiliation:
University of Alaska, Fairbanks
Ian Snape
Affiliation:
Australian Antarctic Division, Tasmania
David L. Barnes
Affiliation:
University of Alaska, Fairbanks
Get access

Summary

Introduction

Frozen soil is defined as a soil where the soil moisture has turned totally or partially into ice. On the other hand, permafrost is defined solely on the basis of soil temperature. If the soil temperature remains below 0 °C for at least two years, the soil is considered permafrost. The upper layer of the permafrost undergoes a cyclic temperature change during the year from frozen in the winter to thawed in the summer. This layer is called the active layer or seasonally thawed layer. The active layer in a permafrost region can extend from as little as 20 cm to about 2 m (Shur et al. 2005) depending on climate, soil texture, and organic content above mineral soil. In areas without permafrost the layer of soil which is frozen in the winter is called the seasonally frozen layer. Most permafrost on earth is thousands of years old, but some can be quite new. In permafrost regions, contaminant impacts generally initiate at or near the soil surface and affect the active layer, suprapermafrost water, and uppermost permafrost (Chapter 3). It is this realm that most concerns environmental scientists and engineers tasked with environmental cleanup. A thorough understanding of properties of the active layer and the upper permafrost is necessary for planning and implementing effective remediation of cold media.

Review and recent advances

Thermal and physical properties of frozen ground

Thermal conductivity of soils

The thermal conductivity of soil is the measure of its ability to conduct heat. Soil thermal conductivity is a function of the thermal state of the ground (frozen or unfrozen), water content, dry density, gradation, and mineralogy.

Type
Chapter
Information
Publisher: Cambridge University Press
Print publication year: 2008

Access options

Get access to the full version of this content by using one of the access options below. (Log in options will check for institutional or personal access. Content may require purchase if you do not have access.)

Save book to Kindle

To save this book to your Kindle, first ensure coreplatform@cambridge.org is added to your Approved Personal Document E-mail List under your Personal Document Settings on the Manage Your Content and Devices page of your Amazon account. Then enter the ‘name’ part of your Kindle email address below. Find out more about saving to your Kindle.

Note you can select to save to either the @free.kindle.com or @kindle.com variations. ‘@free.kindle.com’ emails are free but can only be saved to your device when it is connected to wi-fi. ‘@kindle.com’ emails can be delivered even when you are not connected to wi-fi, but note that service fees apply.

Find out more about the Kindle Personal Document Service.

  • Freezing and frozen soils
    • By Walter Fourie, Dept. of Civil and Environmental Engineering, University of Alaska Fairbanks, PO Box 755900, Fairbanks AK 99775, USA, Yuri Shur, Dept. of Civil and Environmental Engineering, University of Alaska Fairbanks, PO Box 755900, Fairbanks AK 99775, USA
  • Edited by Dennis M. Filler, University of Alaska, Fairbanks, Ian Snape, David L. Barnes, University of Alaska, Fairbanks
  • Book: Bioremediation of Petroleum Hydrocarbons in Cold Regions
  • Online publication: 22 August 2009
  • Chapter DOI: https://doi.org/10.1017/CBO9780511535956.004
Available formats
×

Save book to Dropbox

To save content items to your account, please confirm that you agree to abide by our usage policies. If this is the first time you use this feature, you will be asked to authorise Cambridge Core to connect with your account. Find out more about saving content to Dropbox.

  • Freezing and frozen soils
    • By Walter Fourie, Dept. of Civil and Environmental Engineering, University of Alaska Fairbanks, PO Box 755900, Fairbanks AK 99775, USA, Yuri Shur, Dept. of Civil and Environmental Engineering, University of Alaska Fairbanks, PO Box 755900, Fairbanks AK 99775, USA
  • Edited by Dennis M. Filler, University of Alaska, Fairbanks, Ian Snape, David L. Barnes, University of Alaska, Fairbanks
  • Book: Bioremediation of Petroleum Hydrocarbons in Cold Regions
  • Online publication: 22 August 2009
  • Chapter DOI: https://doi.org/10.1017/CBO9780511535956.004
Available formats
×

Save book to Google Drive

To save content items to your account, please confirm that you agree to abide by our usage policies. If this is the first time you use this feature, you will be asked to authorise Cambridge Core to connect with your account. Find out more about saving content to Google Drive.

  • Freezing and frozen soils
    • By Walter Fourie, Dept. of Civil and Environmental Engineering, University of Alaska Fairbanks, PO Box 755900, Fairbanks AK 99775, USA, Yuri Shur, Dept. of Civil and Environmental Engineering, University of Alaska Fairbanks, PO Box 755900, Fairbanks AK 99775, USA
  • Edited by Dennis M. Filler, University of Alaska, Fairbanks, Ian Snape, David L. Barnes, University of Alaska, Fairbanks
  • Book: Bioremediation of Petroleum Hydrocarbons in Cold Regions
  • Online publication: 22 August 2009
  • Chapter DOI: https://doi.org/10.1017/CBO9780511535956.004
Available formats
×