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Alaska State Library
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Application of wicking fabric to reduce damage in Alaskan pavements
Application of wicking fabric to reduce damage in Alaskan pavements
Presler, Wendy A.
2016.
Beaver Slide is located near kilometer 177.8 (mile 110.5) on the Dalton Highway. The road is sloped downhill when heading north. The road gradien
Manuscript
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Application of wicking fabric to reduce damage in Alaskan pavements
Presler, Wendy A. author, dissertant.
University of Alaska Fairbanks. Department of Civil and Environmental Engineering, degree granting institution.
by Wendy A. Presler.
2016
Application of wicking fabric to reduce damage in Alaskan pavements
TAPS road project-Alaska
TAPS road project-Alaska
Moore, Henry A.
29 cm.
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TAPS road project-Alaska
T.A.P.S. road project-Alaska
Moore, Henry A. author
prepared for presentation to the ASCE-ASME National Transportation Engineering Meeting Seattle, Washington, July 27, 1971 by Henry A. Moore, P.E.
1971
TAPS road project-Alaska
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Presler, Wendy A. author, dissertant.
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University of Alaska Fairbanks. Department of Civil and Environmental Engineering, degree granting institution.
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prepared for presentation to the ASCE-ASME National Transportation Engineering Meeting Seattle, Washington, July 27, 1971 by Henry A. Moore, P.E.
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Dalton Highway (Alaska)
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Dalton Highway (Alaska) -- Design and construction.
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Dirt roads -- Alaska -- Dalton Highway -- Cold weather conditions -- Design and construction.
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Geosynthetics -- Alaska -- Dalton Highway.
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Gravel roads -- Alaska -- Dalton Highway -- Design and construction.
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Highway engineering -- Alaska -- Dalton Highway.
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Pavements -- Alaska -- Dalton Highway -- Cold weather conditions.
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Pavements -- Frost damage -- Alaska -- Dalton Highway.
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Potholes (Roads) -- Alaska -- Dalton Highway -- Cold weather conditions.
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Roads -- Alaska -- Dalton Highway -- Cold weather conditions -- Design and construction.
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Roads -- Frost damage -- Alaska Highway.
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Test roads -- Alaska -- Dalton Highway -- Cold weather conditions.
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University of Alaska Fairbanks -- Dissertations -- 2016.
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