Please use this identifier to cite or link to this item: https://hdl.handle.net/11681/5431
Title: Ice column design concept for Summit Station : laboratory testing results
Authors: Burzynski, Amy M.
Weale, Jason C.
Barna, Lynette A.
Keywords: Ice columns
Ice foundations
Polar foundations
Slip form footer (ice)
Snow foundations
Cold regions
Construction
Design
Summit Station, Greenland
National Science Foundation, Arctic Sciences Program (ARC)
EPOLAR
Issue Date: Jun-2013
Publisher: Cold Regions Research and Engineering Laboratory (U.S.)
Engineer Research and Development Center (U.S.)
Series/Report no.: ERDC/CRREL ; TR-13-9
Abstract: Elevated structures in polar regions must be lifted periodically to maintain clearance above the snow surface. At the 2010 Lift Systems Workshop sponsored by the National Science Foundation, Sadler (2010) presented a design concept for a building lift system that uses ice columns for support. We conducted laboratory tests of Sadler’s heated slip form footer design concept at temperature conditions representing those at Summit Station, Greenland (–20°C [–4°F]). We explored its ability to 1) form an ice column and 2) be heated and lifted up through snow. Additionally, we 3) accessed the heater through the maintenance panel, and 4) conducted expedient compression tests on the resultant ice column. These tests revealed significant technical challenges. We were able to work around them to grow a continuous, two-segment ice column, heat and lift the slip form up through 23 cm (9 in.) of compacted snow, and successfully remove and replace the maintenance panel. Based on the significant compression strength achieved with this technique, we recommend evaluating the combination of in-situ resources (i.e., snow, ice, and water) for use as foundation construction materials in polar regions. Accommodating both high compressive and high tensile forces will be particularly challenging. Initial guidance suggests maintaining snow and ice at or below –20°C (-4°F) at all times; higher temperatures cause rapid increases in settlement and compression rates.
Description: Technical Report
Gov't Doc #: ERDC/CRREL TR-13-9
URI: http://hdl.handle.net/11681/5431
Appears in Collections:Technical Report

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