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    Durability of Mortars Made with Recycled Plastic Aggregates: Resistance to Frost Action, Salt Crystallization, and Cyclic Thermal–Moisture Variations

    Source: Journal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 002::page 04020450
    Author:
    Gurbir Kaur
    ,
    Sara Pavia
    DOI: 10.1061/(ASCE)MT.1943-5533.0003566
    Publisher: ASCE
    Abstract: This study aimed to investigate the use of polymeric end-of-waste materials, including polyethylene-terephthalate (PET) and other plastic types that have not been comprehensively studied to date, namely, acrylonitrile-butadiene-styrene (ABS), polycarbonate (PC), ABS/PC blend, and polyoxymethylene (POM), to improve the durability of cement mortars. The evaluation of freeze-thaw and salt-crystallization resistance and endurance to cyclic changes in moisture and temperature for plastic aggregate (PA) mortars was carried out by measuring mass loss, compressive strength loss, and macroscopic damage following accelerated weathering testing. The PA mortars were prepared by replacing natural sand (5%, 15%, and 20% by volume) with PAs. The results show that PA mortars are more susceptible to thermal/moisture variations and salt crystallization than to frost action, with 4%–7% mass loss and up to a 31% reduction in strength. The damage caused by frost action is insignificant for plastic aggregate mortars, especially at low replacement levels. The damage to mortars done by salt attacks and moisture/thermal changes could be due to the dimensional instability of the PAs because their thermal expansion coefficients are well over those of the minerals with which they are mixed. The compressive strength of the PA mortars, even after weathering, is well above the minimum strength required for structural lightweight concrete.
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      Durability of Mortars Made with Recycled Plastic Aggregates: Resistance to Frost Action, Salt Crystallization, and Cyclic Thermal–Moisture Variations

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    contributor authorGurbir Kaur
    contributor authorSara Pavia
    date accessioned2022-01-30T22:42:47Z
    date available2022-01-30T22:42:47Z
    date issued2/1/2021
    identifier other(ASCE)MT.1943-5533.0003566.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4269461
    description abstractThis study aimed to investigate the use of polymeric end-of-waste materials, including polyethylene-terephthalate (PET) and other plastic types that have not been comprehensively studied to date, namely, acrylonitrile-butadiene-styrene (ABS), polycarbonate (PC), ABS/PC blend, and polyoxymethylene (POM), to improve the durability of cement mortars. The evaluation of freeze-thaw and salt-crystallization resistance and endurance to cyclic changes in moisture and temperature for plastic aggregate (PA) mortars was carried out by measuring mass loss, compressive strength loss, and macroscopic damage following accelerated weathering testing. The PA mortars were prepared by replacing natural sand (5%, 15%, and 20% by volume) with PAs. The results show that PA mortars are more susceptible to thermal/moisture variations and salt crystallization than to frost action, with 4%–7% mass loss and up to a 31% reduction in strength. The damage caused by frost action is insignificant for plastic aggregate mortars, especially at low replacement levels. The damage to mortars done by salt attacks and moisture/thermal changes could be due to the dimensional instability of the PAs because their thermal expansion coefficients are well over those of the minerals with which they are mixed. The compressive strength of the PA mortars, even after weathering, is well above the minimum strength required for structural lightweight concrete.
    publisherASCE
    titleDurability of Mortars Made with Recycled Plastic Aggregates: Resistance to Frost Action, Salt Crystallization, and Cyclic Thermal–Moisture Variations
    typeJournal Paper
    journal volume33
    journal issue2
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0003566
    journal fristpage04020450
    journal lastpage04020450-13
    page13
    treeJournal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 002
    contenttypeFulltext
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