Structural Analysis of DEW Line Station DYE-2 Greenland 1983-1988.

DYE-2, a Distant Early Warning station, is located on the Greenland ice cap approximately along the Arctic Circle, 470 km from the west coast. The viscous nature of the material on which the structure is grounded made periodic monitoring and maintenance of the supporting structure necessary This rep...

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Bibliographic Details
Main Authors: Walsh, Michael R., Ueda, Herbert T.
Other Authors: COLD REGIONS RESEARCH AND ENGINEERING LAB HANOVER NH
Format: Text
Language:English
Published: 1998
Subjects:
Ice
Online Access:http://www.dtic.mil/docs/citations/ADA353518
http://oai.dtic.mil/oai/oai?&verb=getRecord&metadataPrefix=html&identifier=ADA353518
id ftdtic:ADA353518
record_format openpolar
spelling ftdtic:ADA353518 2023-05-15T14:57:08+02:00 Structural Analysis of DEW Line Station DYE-2 Greenland 1983-1988. Walsh, Michael R. Ueda, Herbert T. COLD REGIONS RESEARCH AND ENGINEERING LAB HANOVER NH 1998-06 text/html http://www.dtic.mil/docs/citations/ADA353518 http://oai.dtic.mil/oai/oai?&verb=getRecord&metadataPrefix=html&identifier=ADA353518 en eng http://www.dtic.mil/docs/citations/ADA353518 APPROVED FOR PUBLIC RELEASE DTIC AND NTIS Meteorology Snow Ice and Permafrost Defense Systems *STRUCTURAL ANALYSIS *ARCTIC REGIONS *EARLY WARNING SYSTEMS *ICE CAPS STATIONS MEASUREMENT AIR FORCE COASTAL REGIONS EMERGENCIES MONITORING STRUCTURAL PROPERTIES STRESS TESTING WEST(DIRECTION) GREENLAND DYE 2 DEW LINE Text 1998 ftdtic 2016-02-20T00:18:47Z DYE-2, a Distant Early Warning station, is located on the Greenland ice cap approximately along the Arctic Circle, 470 km from the west coast. The viscous nature of the material on which the structure is grounded made periodic monitoring and maintenance of the supporting structure necessary This report analyzes the stresses developed within the structure from the last major maintenance operation, a 64-m sideways move in 1982 to a new foundation, to the final set of stress measurements taken at the abandoned site in 1988. Conclusions drawn from these measurements and the subsequent analysis were that the building system was continuing to tilt in one direction because of differential footing settlement caused by changing footing conditions, and high structural stresses would make it unsafe for reoccupation after December of 1988 unless emergency maintenance was performed. The U.S. Air Force officially abandoned the site in August 1988 as a result of this analysis. Text Arctic Greenland Ice Ice cap permafrost Defense Technical Information Center: DTIC Technical Reports database Arctic Greenland
institution Open Polar
collection Defense Technical Information Center: DTIC Technical Reports database
op_collection_id ftdtic
language English
topic Meteorology
Snow
Ice and Permafrost
Defense Systems
*STRUCTURAL ANALYSIS
*ARCTIC REGIONS
*EARLY WARNING SYSTEMS
*ICE CAPS
STATIONS
MEASUREMENT
AIR FORCE
COASTAL REGIONS
EMERGENCIES
MONITORING
STRUCTURAL PROPERTIES
STRESS TESTING
WEST(DIRECTION)
GREENLAND
DYE 2
DEW LINE
spellingShingle Meteorology
Snow
Ice and Permafrost
Defense Systems
*STRUCTURAL ANALYSIS
*ARCTIC REGIONS
*EARLY WARNING SYSTEMS
*ICE CAPS
STATIONS
MEASUREMENT
AIR FORCE
COASTAL REGIONS
EMERGENCIES
MONITORING
STRUCTURAL PROPERTIES
STRESS TESTING
WEST(DIRECTION)
GREENLAND
DYE 2
DEW LINE
Walsh, Michael R.
Ueda, Herbert T.
Structural Analysis of DEW Line Station DYE-2 Greenland 1983-1988.
topic_facet Meteorology
Snow
Ice and Permafrost
Defense Systems
*STRUCTURAL ANALYSIS
*ARCTIC REGIONS
*EARLY WARNING SYSTEMS
*ICE CAPS
STATIONS
MEASUREMENT
AIR FORCE
COASTAL REGIONS
EMERGENCIES
MONITORING
STRUCTURAL PROPERTIES
STRESS TESTING
WEST(DIRECTION)
GREENLAND
DYE 2
DEW LINE
description DYE-2, a Distant Early Warning station, is located on the Greenland ice cap approximately along the Arctic Circle, 470 km from the west coast. The viscous nature of the material on which the structure is grounded made periodic monitoring and maintenance of the supporting structure necessary This report analyzes the stresses developed within the structure from the last major maintenance operation, a 64-m sideways move in 1982 to a new foundation, to the final set of stress measurements taken at the abandoned site in 1988. Conclusions drawn from these measurements and the subsequent analysis were that the building system was continuing to tilt in one direction because of differential footing settlement caused by changing footing conditions, and high structural stresses would make it unsafe for reoccupation after December of 1988 unless emergency maintenance was performed. The U.S. Air Force officially abandoned the site in August 1988 as a result of this analysis.
author2 COLD REGIONS RESEARCH AND ENGINEERING LAB HANOVER NH
format Text
author Walsh, Michael R.
Ueda, Herbert T.
author_facet Walsh, Michael R.
Ueda, Herbert T.
author_sort Walsh, Michael R.
title Structural Analysis of DEW Line Station DYE-2 Greenland 1983-1988.
title_short Structural Analysis of DEW Line Station DYE-2 Greenland 1983-1988.
title_full Structural Analysis of DEW Line Station DYE-2 Greenland 1983-1988.
title_fullStr Structural Analysis of DEW Line Station DYE-2 Greenland 1983-1988.
title_full_unstemmed Structural Analysis of DEW Line Station DYE-2 Greenland 1983-1988.
title_sort structural analysis of dew line station dye-2 greenland 1983-1988.
publishDate 1998
url http://www.dtic.mil/docs/citations/ADA353518
http://oai.dtic.mil/oai/oai?&verb=getRecord&metadataPrefix=html&identifier=ADA353518
geographic Arctic
Greenland
geographic_facet Arctic
Greenland
genre Arctic
Greenland
Ice
Ice cap
permafrost
genre_facet Arctic
Greenland
Ice
Ice cap
permafrost
op_source DTIC AND NTIS
op_relation http://www.dtic.mil/docs/citations/ADA353518
op_rights APPROVED FOR PUBLIC RELEASE
_version_ 1766329228124487680