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From Wikipedia, the free encyclopedia

The frost line—also known as frost depth or freezing depth—is most commonly the depth to which the groundwater in soil is expected to freeze. The frost depth depends on the climatic conditions of an area, the heat transfer properties of the soil and adjacent materials, and on nearby heat sources. For example, snow cover and asphalt insulate the ground and homes can heat the ground (see also heat island). The line varies by latitude, it is deeper closer to the poles. Per Federal Highway Administration Publication Number FHWA-HRT-08-057, the maximum frost depth observed in the contiguous United States ranges from 0 to 8 feet (2.4 m).[1] Below that depth, the temperature varies, but is always above 32 °F (0 °C).

Alternatively, in Arctic and Antarctic locations the freezing depth is so deep that it becomes year-round permafrost, and the term "thaw depth" is used instead. Finally, in tropical regions, frost line may refer to the vertical geographic elevation below which frost does not occur.[2]

Frost front refers to the varying position of the frost line during seasonal periods of freezing and thawing.

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Transcription

Building codes

Building codes sometimes take frost depth into account because of frost heaving which can damage buildings by moving their foundations. Foundations are normally built below the frost depth for this reason. Water and sewage pipes are normally buried below the frost line to prevent them from freezing. Alternatively, pipes may be insulated or actively heated using heat-tape or similar products to allow for shallower depths. Due to additional cost, this method is typically only used where deeper trenching is not an option due to utility conflicts, shallow bedrock, or other conditions that make deeper excavation infeasible.

There are many ways to predict frost depth including factors which relate air temperature, soil temperature and soil properties.

Sample frost lines for various locations

References

  1. ^ "CHAPTER 7. FROST PENETRATION ANALYSIS RESULTS - Long-Term Pavement Performance Computed Parameter: Frost Penetration, November 2008 - FHWA-HRT-08-057". www.fhwa.dot.gov. Retrieved 2017-04-27.
  2. ^ "Frost line". Dictionary.com. Retrieved 2008-06-11.
  3. ^ "Columbus Building Codes". library.municode.com. Retrieved 2018-03-13.
  4. ^ a b "Frost Depth: Minnesota State Building Code Rules 1303.1600" (PDF) (2007 ed.). Minnesota Department of Labor and Industry. 2007-03-09. Retrieved 2010-01-04.
  5. ^ a b "The 2007 Minnesota State Building Code" (PDF). Minnesota Department of Labor and Industry. 2007-10-09. Archived from the original (PDF) on 2010-05-27. Retrieved 2010-01-04.
  6. ^ "Ambient Temperatures - Below Ground". Urecon. Retrieved 16 January 2014.
  7. ^ a b c "Foundation, Frost Penetration Depths for Southern Ontario (OPSD 3090.101 rev.1)" (PDF). Ontario Ministry of Transportation. Nov 2010. Retrieved 16 January 2014.
  8. ^ a b "Frost Heave (Civil Engineering vol.1 No.11)". Walters Forensic Engineering. Retrieved 16 January 2014.
This page was last edited on 14 May 2020, at 03:25
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