An Exploratory Compressive Strength Of Concrete Containing Modified Artificial Polyethylene Aggregate (MAPEA)

International Engineering Research and Innovation Symposium

Hadipramana, J.^1,2,3 ; Mokhatar, S.N.^1,2 ; Samad, A.A.A.^1 ; Hakim, N.F.A.^1

Faculty of Civil and Environmental Engineering, Universiti Tun Hussein Onn Malaysia, BatuPahat, Johor

86400, Malaysia^1

Jamilus Research Centre, Faculty of Civil and Environmental Engineering, Universiti Tun Hussein Onn Malaysia, Johor, Batu Pahat

86400, Malaysia^2

Research, Innovation, Commercialization, Consultancy Office, Universiti Tun Hussein Onn Malaysia, Johor, Batu Pahat, Malaysia^3

关键词: APEA;    Artificial aggregates;    Building and construction;    Compressive strength of concrete;    Constituent materials;    Green concrete;    MAPEA;    Plastic wastes;   

Others  :  https://iopscience.iop.org/article/10.1088/1757-899X/160/1/012065/pdf
DOI  :  10.1088/1757-899X/160/1/012065

来源: IOP

【 摘 要 】

Concrete is widely used in the world as building and construction material. However, the constituent materials used in concrete are high cost when associated with the global economic recession. This exploratory aspires to have an alternative source of replacing natural aggregate with plastic wastes. An investigation of the Modified Artificial Polyethylene Aggregate (MAPEA) as natural aggregate replacement in concrete through an experimental work was conducted in this study. The MAPEA was created to improve the bonding ability of Artificial Polyethylene Aggregate (APEA) with the cement paste. The concrete was mixed with 3%, 6%, 9%, and 12% of APEA and MAPEA for 14 and 28 curing days, respectively. Furthermore, the compressive strength test was conducted to find out the optimum composition of MAPEA in concrete and compared to the APEA concrete. Besides, this study observed the influence and behaviour of MAPEA in concrete. Therefore, the Scanning Electron Microscopy was applied to observe the microstructure of MAPEA and APEA concrete. The results showed the use of high composition of an artificial aggregate resulted inferior strength on the concrete and 3% MAPEA in the concrete mix was highest compressive strength than other content. The modification of APEA (MAPEA) concrete increased its strength due to its surface roughness. However, the interfacial zone cracking was still found and decreased the strength of MAPEA concrete especially when it was age 28 days.