Mechanical Properties of Eco-friendly Alkali-activated Concrete Containing Plastic Waste and Crumb Rubber Tires

Peem Nuaklong1

Kantipok Hamcumpai2

Suraparb Keawsawasvong3, Email

Chanachai Thongchom4

Pitcha Jongvivatsakul5,6

Suched Likitlersuang6,7

1Research Unit in Science and Innovative technologies for Civil Engineering Infrastructures, Department of Civil Engineering, Thammasat School of Engineering, Faculty of Engineering, Thammasat University, Pathumthani, 12120, Thailand 
2Center of excellence in Innovative Construction Materials, Department of Civil Engineering, Faculty of Engineering, Chulalongkorn University, Bangkok, 10330, Thailand
3Research Unit in Science and Innovative technologies for Civil Engineering Infrastructures, Department of Civil Engineering, Thammasat School of Engineering, Faculty of Engineering, Thammasat University, Pathumthani, 12120, Thailand 
4Thammasat University Research Unit in Innovative Intelligent Infrastructure, Department of Civil Engineering, Faculty of Engineering, Thammasat School of Engineering, Thammasat University, Pathumthani, 12120 Thailand 
5Centre of Excellence in Innovative Construction Materials, Department of Civil Engineering, Faculty of Engineering, Chulalongkorn University, Bangkok, 10330, Thailand
6GreenTech Nexus: Research Center for Sustainable Construction Innovation, Faculty of Engineering, Chulalongkorn University, Bangkok, 10330, Thailand
7Centre of Excellence in Geotechnical and Geoenvironmental Engineering, Department of Civil Engineering, Faculty of Engineering, Chulalongkorn University, Bangkok, 10330, Thailand 

Abstract

This study aims to investigate an eco-friendly concrete for sustainable development in construction materials. Alkali-activated concrete was produced using by-product wastes, i.e., fly ash and rice husk ash. Crumb rubber obtained from waste tires was used as fine aggregate. Crushed plastic automotive parts were used to replace natural limestone at replacement levels of 10% and 20% by volume. The results showed that adding crumb rubber and plastic waste up to 20% reduced the unit weight and slump of alkali-activated concrete, while increasing its strain capacity under compression. The 28-day compressive strength of rubberized concrete containing plastic waste ranged between 5.4 and 10.0 MPa, suggesting its suitability for use as a subbase beneath slabs or pavements. In addition, based on the mechanical performance, environmental sustainability, and cost-efficiency discussed in this study, incorporating 10% crumb rubber or 10% plastic waste is considered the optimal replacement level in concrete mixtures.