Influence of palm oil factory wastes as coarse aggregate species for green lightweight concrete

Authors

  • Md. Nazmul Huda University of Malaya (Malaysia). Faculty of Engineering, Department of Civil Engineering.
  • Mohd Zamin Bin Jumat University of Malaya (Malaysia). Faculty of Engineering, Department of Civil Engineering.
  • A. B. M. Saiful Islam University of Dammam (Saudi Arabia). Department of Construction Engineering, College of Engineering.
  • Mahmudur Rahman Soeb University of Malaya (Malaysia). Faculty of Engineering, Department of Civil Engineering.

Keywords:

Factory waste, OPS, POC, green concrete, lightweight material, engineering properties, ductility behavior

Abstract

Due to environmental issues, the use of waste materials in concrete is gaining popularity. Waste materials, such as oil palm shell (OPS) and palm oil
clinker (POC) from the Malaysian palm oil industry are being used in various researches to produce lightweight concrete. Concrete containing only
OPS shows more ductility and low compressive strength, while POC concrete shows less ductility but high compressive strength. The combination of
OPS and POC may show improved compressive strength and ductility behavior. In this experimental study, the normal coarse aggregate is replaced
by a mixture of OPS and POC aggregates in the lightweight concrete. The proportion of OPS and POC in the concrete mix varies from 40% to 70%.
The results indicate that if a mixture of OPS and POC aggregate in producing lightweight concrete, better performance regarding compressive
strength and ductility can be achieved. Furthermore, through the utilization of waste materials, the proposed lightweight concrete will help to
mitigate the negative impact on the environment.

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Published

2016-12-31

How to Cite

Nazmul Huda, M., Zamin Bin Jumat, M., Saiful Islam, A. B. M., & Rahman Soeb, M. (2016). Influence of palm oil factory wastes as coarse aggregate species for green lightweight concrete. Revista De La Construcción. Journal of Construction, 15(3), 133–139. Retrieved from https://revistaingenieriaconstruccion.uc.cl/index.php/RDLC/article/view/12502