Repurposing plastic bottle cap waste in controlled low-strength material for pavement base applications
| dc.contributor.author | Chindasiriphan P. | |
| dc.contributor.author | Punyasuth C. | |
| dc.contributor.author | Hamcumpai K. | |
| dc.contributor.author | Kongmalai N. | |
| dc.contributor.author | Jongvivatsakul P. | |
| dc.contributor.author | Chompoorat T. | |
| dc.contributor.author | Tanapalungkorn W. | |
| dc.contributor.author | Likitlersuang S. | |
| dc.contributor.correspondence | Chindasiriphan P. | |
| dc.contributor.other | Mahidol University | |
| dc.date.accessioned | 2025-08-26T18:18:23Z | |
| dc.date.available | 2025-08-26T18:18:23Z | |
| dc.date.issued | 2025-09-01 | |
| dc.description.abstract | Plastic waste, particularly polypropylene bottle caps, presents a growing disposal challenge due to limited recycling potential. This study offers a sustainable solution by repurposing these caps as plastic aggregate (PA) in controlled low-strength material (CLSM) for pavement applications. Both cement-based and alkali-activated material (AAM)-based binders were evaluated. The AAM binder was produced from high-calcium fly ash activated with sodium hydroxide, without requiring heat curing. Natural river sand was partially replaced with PA at 10–30 % by volume. Experimental evaluations covered flowability, bleeding, unit weight, unconfined compressive strength (UCS), resilient modulus (M<inf>R</inf>), and free-free resonance tests. Results showed that increasing PA content reduced slump flow, density, and mechanical performance, while bleeding behavior varied with binder type. At 10 % PA, cement-based CLSM exhibited a 31.6 % reduction in 28-day UCS and a 20 % drop in M<inf>R</inf>. AAM-based CLSM showed a reduction of 1 MPa in UCS and 4.7 % in M<inf>R</inf> for every 10 % PA added. Free-free resonance tests confirmed reduced stiffness in both systems. Despite the strength reduction, cement-based CLSM with 10 % PA met the strength requirements for both base and subbase layers, while AAM-based mixtures with up to 10 % PA met subbase criteria. Cost analysis indicated that PA reduced material costs, and its use in AAM-based CLSM reduced CO<inf>2</inf> emissions by up to 65 % compared to conventional mixes. Overall, this study demonstrates that incorporating PA provides dual environmental and economic benefits while achieving acceptable engineering performance, supporting its use in sustainable pavement construction. | |
| dc.identifier.citation | Cleaner Materials Vol.17 (2025) | |
| dc.identifier.doi | 10.1016/j.clema.2025.100335 | |
| dc.identifier.eissn | 27723976 | |
| dc.identifier.scopus | 2-s2.0-105013630331 | |
| dc.identifier.uri | https://repository.li.mahidol.ac.th/handle/123456789/111836 | |
| dc.rights.holder | SCOPUS | |
| dc.subject | Materials Science | |
| dc.subject | Environmental Science | |
| dc.subject | Engineering | |
| dc.title | Repurposing plastic bottle cap waste in controlled low-strength material for pavement base applications | |
| dc.type | Article | |
| mu.datasource.scopus | https://www.scopus.com/inward/record.uri?partnerID=HzOxMe3b&scp=105013630331&origin=inward | |
| oaire.citation.title | Cleaner Materials | |
| oaire.citation.volume | 17 | |
| oairecerif.author.affiliation | Mahidol University | |
| oairecerif.author.affiliation | Chulalongkorn University | |
| oairecerif.author.affiliation | University of Phayao |
