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    Waste Polyethylene and Polypropylene Particles as Mechanical Reinforcements of Polyester Polymer Mortar: Gamma Radiation as Postcuring Treatment

    Source: Journal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 004::page 04025029-1
    Author:
    Miguel Martínez-López
    ,
    Gonzalo Martínez-Barrera
    DOI: 10.1061/JMCEE7.MTENG-19109
    Publisher: American Society of Civil Engineers
    Abstract: The excessive use of high-density polyethylene (HDPE) and polypropylene (PP) to produce materials with a very short useful life has caused environmental problems due to the lack of sustainable recycling routes and end-use applications for the recyclates of these materials. Different processes for the reuse of these polymers have been proposed, including the use of ionizing energy to modify the molecular structure and physicochemical properties, including mechanical properties. For these reasons, in the present study, waste HDPE and PP particles (size 0.7 mm), replaced 1, 2, and 3 wt.% silica sand in polymer mortar produced with 20 wt.% polyester resin and silica sand. The mortar specimens were exposed to gamma rays at doses of 100, 200, and 300 kGy. The results show an increase of up to 45% in compressive strength, 19% in flexural strength, 43% in modulus of elasticity, 40% in compressive strain, and 33% in half-span deflection for polymer mortars with 1% of wPP particles and irradiated at doses of 300 kGy. These mechanical results show that the use of waste polymers as fillers is a good alternative for the final disposal of them. Furthermore, these improvements were related to the morphological modifications produced by gamma rays in the waste polymers, analyzed by scanning electron microscopy.
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      Waste Polyethylene and Polypropylene Particles as Mechanical Reinforcements of Polyester Polymer Mortar: Gamma Radiation as Postcuring Treatment

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4304129
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    contributor authorMiguel Martínez-López
    contributor authorGonzalo Martínez-Barrera
    date accessioned2025-04-20T10:10:11Z
    date available2025-04-20T10:10:11Z
    date copyright1/22/2025 12:00:00 AM
    date issued2025
    identifier otherJMCEE7.MTENG-19109.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4304129
    description abstractThe excessive use of high-density polyethylene (HDPE) and polypropylene (PP) to produce materials with a very short useful life has caused environmental problems due to the lack of sustainable recycling routes and end-use applications for the recyclates of these materials. Different processes for the reuse of these polymers have been proposed, including the use of ionizing energy to modify the molecular structure and physicochemical properties, including mechanical properties. For these reasons, in the present study, waste HDPE and PP particles (size 0.7 mm), replaced 1, 2, and 3 wt.% silica sand in polymer mortar produced with 20 wt.% polyester resin and silica sand. The mortar specimens were exposed to gamma rays at doses of 100, 200, and 300 kGy. The results show an increase of up to 45% in compressive strength, 19% in flexural strength, 43% in modulus of elasticity, 40% in compressive strain, and 33% in half-span deflection for polymer mortars with 1% of wPP particles and irradiated at doses of 300 kGy. These mechanical results show that the use of waste polymers as fillers is a good alternative for the final disposal of them. Furthermore, these improvements were related to the morphological modifications produced by gamma rays in the waste polymers, analyzed by scanning electron microscopy.
    publisherAmerican Society of Civil Engineers
    titleWaste Polyethylene and Polypropylene Particles as Mechanical Reinforcements of Polyester Polymer Mortar: Gamma Radiation as Postcuring Treatment
    typeJournal Article
    journal volume37
    journal issue4
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/JMCEE7.MTENG-19109
    journal fristpage04025029-1
    journal lastpage04025029-10
    page10
    treeJournal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 004
    contenttypeFulltext
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