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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Bibliographic Details
Main Author: Berg,Richard L
Other Authors: COLD REGIONS RESEARCH AND ENGINEERING LAB HANOVER N H
Format: Text
Language:English
Published: 1976
Subjects:
Online Access:http://www.dtic.mil/docs/citations/ADA062447
http://oai.dtic.mil/oai/oai?&verb=getRecord&metadataPrefix=html&identifier=ADA062447
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author Berg,Richard L
author2 COLD REGIONS RESEARCH AND ENGINEERING LAB HANOVER N H
author_facet Berg,Richard L
author_sort Berg,Richard L
collection Defense Technical Information Center: DTIC Technical Reports database
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)
format Text
genre Arctic
Ice
permafrost
Subarctic
genre_facet Arctic
Ice
permafrost
Subarctic
geographic Arctic
geographic_facet Arctic
id ftdtic:ADA062447
institution Open Polar
language English
op_collection_id ftdtic
op_relation http://www.dtic.mil/docs/citations/ADA062447
op_rights APPROVED FOR PUBLIC RELEASE
op_source DTIC AND NTIS
publishDate 1976
record_format openpolar
spelling ftdtic:ADA062447 2025-01-16T20:30:38+00:00 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
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.
title 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_short Thermoinsulating Media within Embankments on Perennially Frozen Soil.
title_sort thermoinsulating media within embankments on perennially frozen soil.
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
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
url http://www.dtic.mil/docs/citations/ADA062447
http://oai.dtic.mil/oai/oai?&verb=getRecord&metadataPrefix=html&identifier=ADA062447