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contributor authorXiong Zhang
contributor authorWendy Presler
contributor authorLin Li
contributor authorDavid Jones
contributor authorBrett Odgers
date accessioned2017-05-08T22:15:56Z
date available2017-05-08T22:15:56Z
date copyrightApril 2014
date issued2014
identifier other40031620.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/75577
description abstractBeaver Slide is on the Dalton Highway near 177.8 km (110.5 mi), and it is downhill when heading north. The road gradient is approximately 11% and the road prism is on a side hill. Each year, there are soft spots that usually appear in late April and remain all summer, which are also called “frost boils” by engineers at the Alaska Department of Transportation and Public Facilities (AKDOT&PF). The frost boils have resulted in extremely unsafe driving conditions and frequent accidents. Past repair efforts indicate conventional road construction methods do not work. A new type of geosynthetic wicking fabric has been recently developed that has a high specific surface area (consequently high wettability and high capillary action) and high directional permittivity. Preliminary laboratory tests indicate it has great promise as a cost-effective means to solve the frost heave-related problems on northern road systems. This study verifies the effectiveness of the wicking fabric to mitigate frost boils in Alaskan pavements. A test section was built at the Beaver Slide area of the Dalton Highway with installation of two layers of wicking fabric. The test section was instrumented with moisture and temperature sensors to measure the temperature and moisture variations for two years. Results were analyzed to evaluate the effectiveness of the wicking fabric to mitigate the frost boils in Alaskan pavements.
publisherAmerican Society of Civil Engineers
titleUse of Wicking Fabric to Help Prevent Frost Boils in Alaskan Pavements
typeJournal Paper
journal volume26
journal issue4
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0000828
treeJournal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 004
contenttypeFulltext


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