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    Main Cause of Deterioration in Wet–Dry Test Method on Base Course Material

    Source: Journal of Materials in Civil Engineering:;2020:;Volume ( 032 ):;issue: 003
    Author:
    Alireza Rezagholilou
    ,
    Hamid Nikraz
    DOI: 10.1061/(ASCE)MT.1943-5533.0003045
    Publisher: ASCE
    Abstract: The wet–dry cycles test examines the durability of stabilized soils. The deterioration process in this test can be attributed to multiple factors, so this attempt aims to explore the most important one. Uniaxial compression strength, shrinkage, and wet–dry cycles test results were applied in coupled and transient thermo-hydro-mechanical analyses to simulate one cycle of the test. It is found that moisture diffusion generates high stresses in the surface which indicates shrinkage as the dominant degrading factor.
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      Main Cause of Deterioration in Wet–Dry Test Method on Base Course Material

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4267169
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    contributor authorAlireza Rezagholilou
    contributor authorHamid Nikraz
    date accessioned2022-01-30T20:48:59Z
    date available2022-01-30T20:48:59Z
    date issued3/1/2020 12:00:00 AM
    identifier other%28ASCE%29MT.1943-5533.0003045.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4267169
    description abstractThe wet–dry cycles test examines the durability of stabilized soils. The deterioration process in this test can be attributed to multiple factors, so this attempt aims to explore the most important one. Uniaxial compression strength, shrinkage, and wet–dry cycles test results were applied in coupled and transient thermo-hydro-mechanical analyses to simulate one cycle of the test. It is found that moisture diffusion generates high stresses in the surface which indicates shrinkage as the dominant degrading factor.
    publisherASCE
    titleMain Cause of Deterioration in Wet–Dry Test Method on Base Course Material
    typeJournal Paper
    journal volume32
    journal issue3
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0003045
    page4
    treeJournal of Materials in Civil Engineering:;2020:;Volume ( 032 ):;issue: 003
    contenttypeFulltext
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