Upcycling of waste rubber using pelletized artificial geopolymer aggregate technology

The utilization of waste rubber as aggregates shows both environmentally friendly features and high-cost efficiency in construction, but may cause poor workability such as rubber flotation and agglomeration. To address the above issues, the pelletization method was adopted to produce rubberized artificial geopolymer aggregates (R-GPA), and the effects of different rubber modification methods and rubber contents were investigated through pelletization technologies, mechanical tests, X-ray computed tomography (XCT) and backscattered electron with energy-dispersive spectroscopy (BSE-EDS). Results showed that the combined modification with NaOH solution and silane coupling agent presented the most effective surface modification efficiency. According to microscopic analysis, rubber modification could effectively enhance the rubber-matrix interface. The produced R-GPA could thus possess an oven-dried particle density within 1500-1800 kg/m³, a water absorption of 7%-10.5%, and a pelletization efficiency over 98%, which provided a new insight into the value-added utilization of waste rubber and the promotion of artificial aggregate technologies. • The pelletized rubberized artificial geopolymer aggregates (R-GPA) were firstly developed. • The effects of different rubber modification methods and rubber contents were investigated. • The pelletization efficiency of R-GPA could reach over 98%. • The underlying mechanism behind the mechanical performances of R-GPA was revealed.

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Publication Details

Journal
Developments in the Built Environment
Published
2024-10-10
DOI
https://doi.org/10.1016/j.dibe.2024.100554
Citations
6
Primary Topic
Innovative concrete reinforcement materials
Type
article
Field-Weighted Citation Impact
1.57

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article

Upcycling of waste rubber using pelletized artificial geopolymer aggregate technology

Hong Guan, Lan-Ping Qian, Yi Li, Ling-Yu Xu et al.
6 citations
Developments in the Built Environment
Innovative concrete reinforcement materials
1.57
article

Upcycling of waste rubber using pelletized artificial geopolymer aggregate technology

Hong Guan, Lan-Ping Qian, Yi Li, Ling-Yu Xu, Hui Wang
article en
6 citations

Abstract

The utilization of waste rubber as aggregates shows both environmentally friendly features and high-cost efficiency in construction, but may cause poor workability such as rubber flotation and agglomeration. To address the above issues, the pelletization method was adopted to produce rubberized artificial geopolymer aggregates (R-GPA), and the effects of different rubber modification methods and rubber contents were investigated through pelletization technologies, mechanical tests, X-ray computed tomography (XCT) and backscattered electron with energy-dispersive spectroscopy (BSE-EDS). Results showed that the combined modification with NaOH solution and silane coupling agent presented the most effective surface modification efficiency. According to microscopic analysis, rubber modification could effectively enhance the rubber-matrix interface. The produced R-GPA could thus possess an oven-dried particle density within 1500-1800 kg/m³, a water absorption of 7%-10.5%, and a pelletization efficiency over 98%, which provided a new insight into the value-added utilization of waste rubber and the promotion of artificial aggregate technologies. • The pelletized rubberized artificial geopolymer aggregates (R-GPA) were firstly developed. • The effects of different rubber modification methods and rubber contents were investigated. • The pelletization efficiency of R-GPA could reach over 98%. • The underlying mechanism behind the mechanical performances of R-GPA was revealed.

Developments in the Built EnvironmentVol. 20
Griffith University (AU), Beijing University of Technology (CN), Zhejiang University (CN)
National Natural Science Foundation of China, China Postdoctoral Science Foundation, Beijing Postdoctoral Science Foundation
Responsible consumption and production
Openalex Percentile: Top 19%
Innovative concrete reinforcement materials
1.57
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