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    Use of Wicking Fabric to Help Prevent Frost Boils in Alaskan Pavements

    Source: Journal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 004
    Author:
    Xiong Zhang
    ,
    Wendy Presler
    ,
    Lin Li
    ,
    David Jones
    ,
    Brett Odgers
    DOI: 10.1061/(ASCE)MT.1943-5533.0000828
    Publisher: American Society of Civil Engineers
    Abstract: Beaver 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.
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      Use of Wicking Fabric to Help Prevent Frost Boils in Alaskan Pavements

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    http://yetl.yabesh.ir/yetl1/handle/yetl/75577
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    • Journal of Materials in Civil Engineering

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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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