An Investigation of the Snow Adjacent to Dye-2, Greenland.

Abstract

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)

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Document Details

Document Type
Technical Report
Publication Date
Mar 01, 1981
Accession Number
ADA099139

Entities

People

  • H. T. Ueda
  • K. G. Nielsen
  • M. A. Goff

Organizations

  • Cold Regions Research and Engineering Laboratory

Tags

Communities of Interest

  • Air Platforms
  • Human Systems

DTIC Thesaurus Topics

  • Boreholes
  • Cold Regions
  • Compressive Strength
  • Construction Equipment
  • Diameters
  • Engineering
  • Engineers
  • Failure Mode And Effect Analysis
  • Glaciers
  • Load Cells
  • Materials
  • Physical Properties
  • Regions
  • Safety
  • Safety Factor
  • Strain Rate
  • Time Intervals

Readers

  • Geotechnical Engineering.
  • Mathematics or Statistics
  • Polar and Arctic Studies