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    Laboratory Evaluations of Corrugated HDPE Pipes Containing Postconsumer Recycled Material under Constant Deflection Conditions

    Source: Journal of Pipeline Systems Engineering and Practice:;2020:;Volume ( 011 ):;issue: 003
    Author:
    Ehab T. Shaheen
    ,
    Shad M. Sargand
    ,
    Teruhisa Masada
    ,
    Issam Khoury
    DOI: 10.1061/(ASCE)PS.1949-1204.0000476
    Publisher: ASCE
    Abstract: In recent years, incorporation of recycled material in the production of large-diameter plastic drainage pipes for nonagricultural purposes has gradually increased. With this new development, AASHTO began allowing corrugated high-density polyethylene (HDPE) pipes manufactured with postconsumer recycled (PCR) materials to be installed as culverts under major highways, despite the fact that such pipes may contain impurities and their long-term behavior still is not fully understood. This paper presents a test program in which HDPE pipes with varied recycled material contents were subjected to forced long-term constant vertical deflection of 20%. Eight HDPE pipe specimens with inside diameter of either 610 mm (24 in.) or 762 mm (30 in.) were kept in a compressed state in the laboratory for 2 years. The maximum tensile strain was found to be about 3% for all pipes. No cracks were seen in the 0% and 49% PCR-content pipes during the 2-year test duration. However, the 98% PCR-content pipe developed longitudinal cracks at the crown position inside after 101 days and additional longitudinal cracks at the springline position outside after 131 days. In addition, tensile strength tests were performed on dog-bone specimens taken from untested HDPE pipe specimens with PCR contents of 0%, 49%, and 98%. The results showed that the tensile test behaviors were similar in the 0% and 49% PCR-content HDPE materials, but the material ductility significantly diminished at 98% PCR content.
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      Laboratory Evaluations of Corrugated HDPE Pipes Containing Postconsumer Recycled Material under Constant Deflection Conditions

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4267490
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    contributor authorEhab T. Shaheen
    contributor authorShad M. Sargand
    contributor authorTeruhisa Masada
    contributor authorIssam Khoury
    date accessioned2022-01-30T21:00:24Z
    date available2022-01-30T21:00:24Z
    date issued8/1/2020 12:00:00 AM
    identifier other%28ASCE%29PS.1949-1204.0000476.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4267490
    description abstractIn recent years, incorporation of recycled material in the production of large-diameter plastic drainage pipes for nonagricultural purposes has gradually increased. With this new development, AASHTO began allowing corrugated high-density polyethylene (HDPE) pipes manufactured with postconsumer recycled (PCR) materials to be installed as culverts under major highways, despite the fact that such pipes may contain impurities and their long-term behavior still is not fully understood. This paper presents a test program in which HDPE pipes with varied recycled material contents were subjected to forced long-term constant vertical deflection of 20%. Eight HDPE pipe specimens with inside diameter of either 610 mm (24 in.) or 762 mm (30 in.) were kept in a compressed state in the laboratory for 2 years. The maximum tensile strain was found to be about 3% for all pipes. No cracks were seen in the 0% and 49% PCR-content pipes during the 2-year test duration. However, the 98% PCR-content pipe developed longitudinal cracks at the crown position inside after 101 days and additional longitudinal cracks at the springline position outside after 131 days. In addition, tensile strength tests were performed on dog-bone specimens taken from untested HDPE pipe specimens with PCR contents of 0%, 49%, and 98%. The results showed that the tensile test behaviors were similar in the 0% and 49% PCR-content HDPE materials, but the material ductility significantly diminished at 98% PCR content.
    publisherASCE
    titleLaboratory Evaluations of Corrugated HDPE Pipes Containing Postconsumer Recycled Material under Constant Deflection Conditions
    typeJournal Paper
    journal volume11
    journal issue3
    journal titleJournal of Pipeline Systems Engineering and Practice
    identifier doi10.1061/(ASCE)PS.1949-1204.0000476
    page10
    treeJournal of Pipeline Systems Engineering and Practice:;2020:;Volume ( 011 ):;issue: 003
    contenttypeFulltext
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