Chapter
Apr 26, 2012
ARRC Rail Alignment Improvements Birchwood, Alaska Railroad Design — Construction in Marginally Frozen Relic Ice and Soil
Authors: Thomas G. Krzewinski, Matthew J. Wachholz, Duane Miller, and Greg LotakisAuthor Affiliations
Publication: Current Practices in Cold Regions Engineering
Abstract
Alaska Railroad Corporation (ARRC) is actively realigning several portions of track in-between Anchorage and the Matanuska Valley. This project focused on a curve straightening at MP 133 near Birchwood, Alaska. The design was complicated by anomalous subsurface conditions consisting of relic massive ice, frozen soils and normally consolidated clays that were encountered throughout the proposed alignment. Encountering massive ice in this area is unusual and rare since the Anchorage climate can not sustain massive ice growth. Massive ice consisted of up to 95% ice interbedded with silty clay with thickness up to 35 ft. Various design options were considered to support the proposed 30 ft high track embankment including: excavating the ice, thawing, maintaining the ice, bridging and realigning the proposed rail.
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© 2006 American Society of Civil Engineers.
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Published online: Apr 26, 2012
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Authors
Affiliations
Thomas G. Krzewinski
P.E.
Principal and Senior Geotechnical Engineering Consultant, Golder Associates, Inc., 1750 Abbott Road, Suite 200, Anchorage, Alaska 99507
Matthew J. Wachholz
P.E.
Senior Project Geotechnical Engineer, Golder Associates, Inc., 1750 Abbott Road, Suite 200, Anchorage, Alaska 99507
Duane Miller
P.E.
Geotechnical Engineer & President, Duane Miller Associates (DM&A), 5821 Arctic Boulevard, Anchorage, AK
Greg Lotakis
P.E.
Project Manager, ARRC Anchorage, AK
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