Affiliations 

  • 1 Department of Civil Engineering, Faculty of Engineering, Technology and Built Environment, UCSI University, Kuala Lumpur, 56000, Malaysia
  • 2 School of Civil Engineering, College of Engineering, Universiti Teknologi MARA, Shah Alam, 40450, Malaysia
  • 3 Lee Kong Chian Faculty of Engineering and Science, Universiti Tuanku Abdul Rahman, Cheras, Kajang, 43000, Malaysia
  • 4 School of Energy Geoscience, Infrastructure and Society (EGIS), Heriot-Watt University Malaysia, No 1, Jalan Venue P5/2, Precint 5, 62200, Putrajaya, Malaysia
Heliyon, 2024 Jun 30;10(12):e32780.
PMID: 39022029 DOI: 10.1016/j.heliyon.2024.e32780

Abstract

This study investigated the effects of incorporating carbon nanotubes (CNTs) into rice husk ash (RHA) sustainable concrete on its mechanical properties, permeability and microstructure characterisation. Mechanical test results suggested that the addition of 0.10 % multiwalled CNTs (MWCNTs) yielded optimal results, with increases in the compressive strength, splitting tensile strength, flexural strength, and elastic modulus of the RHA concrete at 28 days of 7 %, 23.81 %, 17.5 %, and 1.0 %, respectively. However, with further addition of MWCNTs, the mechanical properties ultimately deteriorated. Further, the incorporation of CNTs enhanced the long-term performance of RHA sustainable concrete. The addition of 0.1 % MWCNTs and 15 % RHA yielded a 20 %, 14 %, and 66 % decrease in water absorption, porosity, and chloride diffusion coefficient compared to the mixture solely containing 15 % RHA. Scanning electron microscopy of this mixture revealed the filling and bridging effects of MWCNTs between the hydration products have enhanced the performance of RHA sustainable concrete.

* Title and MeSH Headings from MEDLINE®/PubMed®, a database of the U.S. National Library of Medicine.