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    Accelerated Degradation of Recycled Plastic Piling in Aggressive Soils

    Source: Journal of Composites for Construction:;2001:;Volume ( 005 ):;issue: 003
    Author:
    Magued G. Iskander
    ,
    Moataz Hassan
    DOI: 10.1061/(ASCE)1090-0268(2001)5:3(179)
    Publisher: American Society of Civil Engineers
    Abstract: Fiber-reinforced polymer composites represent an alternative construction material without many of the performance disadvantages of traditional materials. The use of fiber-reinforced polymer as a pile material can eliminate deterioration problems of conventional piling materials in waterfront environments and aggressive soils. This paper presents the preliminary results of an experimental study conducted to assess the durability of piling made of recycled plastics in aggressive soils for long-term usage in civil infrastructure applications. An accelerated testing protocol permitting prediction of the behavior of plastic piles was developed. Specimens were exposed to solutions with fixed acidic, basic, and neutral pH at elevated temperatures. Compressive strength was used as an index to quantify the degradation of the specimens. An Arrhenius model was used to predict the service life of the product.
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      Accelerated Degradation of Recycled Plastic Piling in Aggressive Soils

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    http://yetl.yabesh.ir/yetl1/handle/yetl/54105
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    contributor authorMagued G. Iskander
    contributor authorMoataz Hassan
    date accessioned2017-05-08T21:30:27Z
    date available2017-05-08T21:30:27Z
    date copyrightAugust 2001
    date issued2001
    identifier other%28asce%291090-0268%282001%295%3A3%28179%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/54105
    description abstractFiber-reinforced polymer composites represent an alternative construction material without many of the performance disadvantages of traditional materials. The use of fiber-reinforced polymer as a pile material can eliminate deterioration problems of conventional piling materials in waterfront environments and aggressive soils. This paper presents the preliminary results of an experimental study conducted to assess the durability of piling made of recycled plastics in aggressive soils for long-term usage in civil infrastructure applications. An accelerated testing protocol permitting prediction of the behavior of plastic piles was developed. Specimens were exposed to solutions with fixed acidic, basic, and neutral pH at elevated temperatures. Compressive strength was used as an index to quantify the degradation of the specimens. An Arrhenius model was used to predict the service life of the product.
    publisherAmerican Society of Civil Engineers
    titleAccelerated Degradation of Recycled Plastic Piling in Aggressive Soils
    typeJournal Paper
    journal volume5
    journal issue3
    journal titleJournal of Composites for Construction
    identifier doi10.1061/(ASCE)1090-0268(2001)5:3(179)
    treeJournal of Composites for Construction:;2001:;Volume ( 005 ):;issue: 003
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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