An Investigation of the Snow Adjacent to Dye-2, Greenland.
Snow samples from five 50-ft (15.2-m) deep holes, augered adjacent to the west side of DEW Line Station Dye-2 in Greenland, were investigated for density and unconfined compressive strength. Forty-two percent of the recovered cores were tested. Ninety-three percent of the samples tested had a length...
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ftdtic:ADA099139 2023-05-15T16:03:06+02:00 An Investigation of the Snow Adjacent to Dye-2, Greenland. Ueda,H T Goff,M A Nielsen,K G COLD REGIONS RESEARCH AND ENGINEERING LAB HANOVER NH 1981-03 text/html http://www.dtic.mil/docs/citations/ADA099139 http://oai.dtic.mil/oai/oai?&verb=getRecord&metadataPrefix=html&identifier=ADA099139 en eng http://www.dtic.mil/docs/citations/ADA099139 APPROVED FOR PUBLIC RELEASE DTIC AND NTIS Snow Ice and Permafrost Mechanics *SNOW DENSITY MEASUREMENT STRENGTH(MECHANICS) RADAR STATIONS COMPRESSIVE PROPERTIES GREENLAND CORE SAMPLING DEW line Compressive strength Text 1981 ftdtic 2016-02-20T19:52:54Z Snow samples from five 50-ft (15.2-m) deep holes, augered adjacent to the west side of DEW Line Station Dye-2 in Greenland, were investigated for density and unconfined compressive strength. Forty-two percent of the recovered cores were tested. Ninety-three percent of the samples tested had a length/diameter ratio greater than 2:1. The loading rate was 2 in./min (51 mm/min). Sample end-effects appeared to influence a high percentage of the failures. The heavily disturbed nature of the materials is evidenced in the widely scattered values of density and strength with depth. A minimum and maximum strength value of 31 psi (0.21 MPa) and 1065 psi (7.34 MPa) respectively were obtained from a hole located 50 ft (15.2 m) from the structure. Using an approach similar to that used prior to the DYE-3 move in 1976, a safety factor exceeding 6.5 is obtained against a brittle bearing failure based on a maximum footing design load of 2000 lb/sq ft (96 kPa). (Author) Text Dye 3 Dye-3 Greenland Ice permafrost Defense Technical Information Center: DTIC Technical Reports database Greenland Psi ENVELOPE(-63.000,-63.000,-64.300,-64.300) |
institution |
Open Polar |
collection |
Defense Technical Information Center: DTIC Technical Reports database |
op_collection_id |
ftdtic |
language |
English |
topic |
Snow Ice and Permafrost Mechanics *SNOW DENSITY MEASUREMENT STRENGTH(MECHANICS) RADAR STATIONS COMPRESSIVE PROPERTIES GREENLAND CORE SAMPLING DEW line Compressive strength |
spellingShingle |
Snow Ice and Permafrost Mechanics *SNOW DENSITY MEASUREMENT STRENGTH(MECHANICS) RADAR STATIONS COMPRESSIVE PROPERTIES GREENLAND CORE SAMPLING DEW line Compressive strength Ueda,H T Goff,M A Nielsen,K G An Investigation of the Snow Adjacent to Dye-2, Greenland. |
topic_facet |
Snow Ice and Permafrost Mechanics *SNOW DENSITY MEASUREMENT STRENGTH(MECHANICS) RADAR STATIONS COMPRESSIVE PROPERTIES GREENLAND CORE SAMPLING DEW line Compressive strength |
description |
Snow samples from five 50-ft (15.2-m) deep holes, augered adjacent to the west side of DEW Line Station Dye-2 in Greenland, were investigated for density and unconfined compressive strength. Forty-two percent of the recovered cores were tested. Ninety-three percent of the samples tested had a length/diameter ratio greater than 2:1. The loading rate was 2 in./min (51 mm/min). Sample end-effects appeared to influence a high percentage of the failures. The heavily disturbed nature of the materials is evidenced in the widely scattered values of density and strength with depth. A minimum and maximum strength value of 31 psi (0.21 MPa) and 1065 psi (7.34 MPa) respectively were obtained from a hole located 50 ft (15.2 m) from the structure. Using an approach similar to that used prior to the DYE-3 move in 1976, a safety factor exceeding 6.5 is obtained against a brittle bearing failure based on a maximum footing design load of 2000 lb/sq ft (96 kPa). (Author) |
author2 |
COLD REGIONS RESEARCH AND ENGINEERING LAB HANOVER NH |
format |
Text |
author |
Ueda,H T Goff,M A Nielsen,K G |
author_facet |
Ueda,H T Goff,M A Nielsen,K G |
author_sort |
Ueda,H T |
title |
An Investigation of the Snow Adjacent to Dye-2, Greenland. |
title_short |
An Investigation of the Snow Adjacent to Dye-2, Greenland. |
title_full |
An Investigation of the Snow Adjacent to Dye-2, Greenland. |
title_fullStr |
An Investigation of the Snow Adjacent to Dye-2, Greenland. |
title_full_unstemmed |
An Investigation of the Snow Adjacent to Dye-2, Greenland. |
title_sort |
investigation of the snow adjacent to dye-2, greenland. |
publishDate |
1981 |
url |
http://www.dtic.mil/docs/citations/ADA099139 http://oai.dtic.mil/oai/oai?&verb=getRecord&metadataPrefix=html&identifier=ADA099139 |
long_lat |
ENVELOPE(-63.000,-63.000,-64.300,-64.300) |
geographic |
Greenland Psi |
geographic_facet |
Greenland Psi |
genre |
Dye 3 Dye-3 Greenland Ice permafrost |
genre_facet |
Dye 3 Dye-3 Greenland Ice permafrost |
op_source |
DTIC AND NTIS |
op_relation |
http://www.dtic.mil/docs/citations/ADA099139 |
op_rights |
APPROVED FOR PUBLIC RELEASE |
_version_ |
1766398734293270528 |