Thermoinsulating Media within Embankments on Perennially Frozen Soil.
Numerous transportation facilities have been proposed for arctic and subarctic regions. Most will be constructed on embankments. Incorporation of a thermo-insulating layer within the embankment may permit use of reduced quantities of embankment material. Thermal design and analysis procedures applic...
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ftdtic:ADA062447 2023-05-15T14:59:24+02:00 Thermoinsulating Media within Embankments on Perennially Frozen Soil. Berg,Richard L COLD REGIONS RESEARCH AND ENGINEERING LAB HANOVER N H 1976-05 text/html http://www.dtic.mil/docs/citations/ADA062447 http://oai.dtic.mil/oai/oai?&verb=getRecord&metadataPrefix=html&identifier=ADA062447 en eng http://www.dtic.mil/docs/citations/ADA062447 APPROVED FOR PUBLIC RELEASE DTIC AND NTIS Snow Ice and Permafrost Structural Engineering and Building Technology *CONSTRUCTION *EMBANKMENTS *PERMAFROST INSULATION COLD WEATHER OPERATIONS SOIL MECHANICS FREEZING ENVIRONMENTAL TESTS CIVIL ENGINEERING HIGHWAYS CONSTRUCTION MATERIALS ARCTIC REGIONS ROAD BUILDING EQUIPMENT *Thermoinsulation AS894 AS52E WU001 PE62112A PE61102B Text 1976 ftdtic 2016-02-20T15:18:28Z Numerous transportation facilities have been proposed for arctic and subarctic regions. Most will be constructed on embankments. Incorporation of a thermo-insulating layer within the embankment may permit use of reduced quantities of embankment material. Thermal design and analysis procedures applicable to embankments are reviewed and a two-dimensional numerical method coupling heat and mass transfer and vertical displacement is proposed. The modified Berggren equation, a method developed by Lachenbruch, and a finite difference technique are used to illustrate design and analysis methods for insulated embankments on permafrost. More than sixty thermoinsulating materials suitable for incorporation into embankments are currently available; however, only seventeen materials have been used. Most applications of insulation have been in seasonal frost areas but a few test sections have been constructed on permafrost. Stability of thermal and physical properties is a desirable characteristic of thermo-insulating layers. Moisture absorption causes increased thermal conductivity and degradation of strength of some insulating materials. Several types of moisture barriers have been used but the most successful have been polyethylene sheets. Laboratory tests presently used to evaluate properties of insulating materials do not provide quantitative design information. A new device that could provide this information is proposed. Other suggestions for future research are made. (Author) Text Arctic Ice permafrost Subarctic Defense Technical Information Center: DTIC Technical Reports database Arctic |
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Open Polar |
collection |
Defense Technical Information Center: DTIC Technical Reports database |
op_collection_id |
ftdtic |
language |
English |
topic |
Snow Ice and Permafrost Structural Engineering and Building Technology *CONSTRUCTION *EMBANKMENTS *PERMAFROST INSULATION COLD WEATHER OPERATIONS SOIL MECHANICS FREEZING ENVIRONMENTAL TESTS CIVIL ENGINEERING HIGHWAYS CONSTRUCTION MATERIALS ARCTIC REGIONS ROAD BUILDING EQUIPMENT *Thermoinsulation AS894 AS52E WU001 PE62112A PE61102B |
spellingShingle |
Snow Ice and Permafrost Structural Engineering and Building Technology *CONSTRUCTION *EMBANKMENTS *PERMAFROST INSULATION COLD WEATHER OPERATIONS SOIL MECHANICS FREEZING ENVIRONMENTAL TESTS CIVIL ENGINEERING HIGHWAYS CONSTRUCTION MATERIALS ARCTIC REGIONS ROAD BUILDING EQUIPMENT *Thermoinsulation AS894 AS52E WU001 PE62112A PE61102B Berg,Richard L Thermoinsulating Media within Embankments on Perennially Frozen Soil. |
topic_facet |
Snow Ice and Permafrost Structural Engineering and Building Technology *CONSTRUCTION *EMBANKMENTS *PERMAFROST INSULATION COLD WEATHER OPERATIONS SOIL MECHANICS FREEZING ENVIRONMENTAL TESTS CIVIL ENGINEERING HIGHWAYS CONSTRUCTION MATERIALS ARCTIC REGIONS ROAD BUILDING EQUIPMENT *Thermoinsulation AS894 AS52E WU001 PE62112A PE61102B |
description |
Numerous transportation facilities have been proposed for arctic and subarctic regions. Most will be constructed on embankments. Incorporation of a thermo-insulating layer within the embankment may permit use of reduced quantities of embankment material. Thermal design and analysis procedures applicable to embankments are reviewed and a two-dimensional numerical method coupling heat and mass transfer and vertical displacement is proposed. The modified Berggren equation, a method developed by Lachenbruch, and a finite difference technique are used to illustrate design and analysis methods for insulated embankments on permafrost. More than sixty thermoinsulating materials suitable for incorporation into embankments are currently available; however, only seventeen materials have been used. Most applications of insulation have been in seasonal frost areas but a few test sections have been constructed on permafrost. Stability of thermal and physical properties is a desirable characteristic of thermo-insulating layers. Moisture absorption causes increased thermal conductivity and degradation of strength of some insulating materials. Several types of moisture barriers have been used but the most successful have been polyethylene sheets. Laboratory tests presently used to evaluate properties of insulating materials do not provide quantitative design information. A new device that could provide this information is proposed. Other suggestions for future research are made. (Author) |
author2 |
COLD REGIONS RESEARCH AND ENGINEERING LAB HANOVER N H |
format |
Text |
author |
Berg,Richard L |
author_facet |
Berg,Richard L |
author_sort |
Berg,Richard L |
title |
Thermoinsulating Media within Embankments on Perennially Frozen Soil. |
title_short |
Thermoinsulating Media within Embankments on Perennially Frozen Soil. |
title_full |
Thermoinsulating Media within Embankments on Perennially Frozen Soil. |
title_fullStr |
Thermoinsulating Media within Embankments on Perennially Frozen Soil. |
title_full_unstemmed |
Thermoinsulating Media within Embankments on Perennially Frozen Soil. |
title_sort |
thermoinsulating media within embankments on perennially frozen soil. |
publishDate |
1976 |
url |
http://www.dtic.mil/docs/citations/ADA062447 http://oai.dtic.mil/oai/oai?&verb=getRecord&metadataPrefix=html&identifier=ADA062447 |
geographic |
Arctic |
geographic_facet |
Arctic |
genre |
Arctic Ice permafrost Subarctic |
genre_facet |
Arctic Ice permafrost Subarctic |
op_source |
DTIC AND NTIS |
op_relation |
http://www.dtic.mil/docs/citations/ADA062447 |
op_rights |
APPROVED FOR PUBLIC RELEASE |
_version_ |
1766331506932842496 |