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Author: search.filters.author.Sertsoongnern, PimchanokSubject: search.filters.subject.Asphalt waste dust

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    Item type:Publication,
    The use of asphalt waste dust for stabilization of sustainable pavement recycling
    (2024-10-04)
    Ayawanna, Jiratchaya
    ;
    Suksawat, Taweephong
    ;
    Sertsoongnern, Pimchanok
    ;
    Chaiyaput, Salisa
    The asphalt waste dust as a sustainable material for stabilizing pavement recycling, which is cold in-place recycling (consists of reclaimed asphalt pavement, crushed rock aggregate base, and ordinary Portland cement), was presented in this study. To understand the effect of asphalt waste dust on stabilizing pavement recycling, 10–30 wt% asphalt waste dust was added and compared with the behavior of pure old-asphalt pavement material and old-asphalt pavement material mixed with 3.5 % OPC. The compaction test, unconfined compressive strength test (UCS), indirect tensile strength tests (IDT), and scanning electron microscope analysis were conducted under various mixing conditions. The addition of asphalt waste dust up to 20 wt% achieved desirable results of UCS and IDT involved with microstructural development, which were beyond the standard requirements of the base course from the Department of Rural Roads and the Department of Highway. A maximum of 20 wt% asphalt waste dust can be utilized for practical use with pavement recycling in the base course.
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    Item type:Publication,
    Utilization of asphalt waste dust with fly ash in mixed cement materials for sustainable construction
    (2024-10-01)
    Sertsoongnern, Pimchanok
    ;
    Ayawanna, Jiratchaya
    ;
    Kingnoi, Namthip
    ;
    Chaiyaput, Salisa
    The production of asphalt concrete generates asphalt waste dust particles that harm the environment. In this study, asphalt waste dust and fly ash were combined in different ratios to serve as cement replacement material. With replacement ratios of 20–30 wt% asphalt waste dust with fly ash, the maximum strength of a mixed-cement sample meets the industrial requirement after 7 days of curing. Compared to a cement concrete sample, a higher strength than the industrial requirement was achieved after prolonged curing under plastic wrap. This curing condition allows the retention of Ca<sup>2+</sup> ions and moisture, contributing to the hydration and pozzolanic reactions in the mixed-cement sample. The strengthened microstructure with the C–S–H phase was clearly seen, while Ca(OH)<inf>2</inf> disappeared in the mixed-cement sample. This finding indicates that upcycled asphalt waste dust in a cement-based material is a potential method for utilizing asphalt waste dust in the construction sector.