Overcoming chloride ions-induced deterioration in compressive strength of mortar by graphene oxide: Experimental study and molecular dynamics simulation

Jialin Liu, Renyuan Qin, Ning Hu, Cheuk Lun Chow, Denvid Lau*

*Corresponding author for this work

Research output: Journal Publications and ReviewsRGC 21 - Publication in refereed journalpeer-review

7 Citations (Scopus)
29 Downloads (CityUHK Scholars)

Abstract

Using seawater to make concrete structures saves freshwater resources and reduces transport costs in offshore construction. However, the presence of chloride ions in mortar causes the formation of Friedel's salt, which changes the microstructure of cement hydration products. As a result, the compressive strength of the mortar significantly deteriorates due to excessive chloride ions. Graphene oxide (GO) is used to overcome chloride ions-induced deterioration in the compressive strength of mortar in this study. The compressive strength of mortar mixed with chloride ions is increased from 38±5.2 MPa to 44.5±0.2 MPa with the addition of GO. Scanning electron microscopy and energy-dispersive X-ray spectroscopy analysis show the decrease of porosity in mortar with GO and adsorption of chloride ions on GO. Molecular dynamics simulations show that GO yields constraints on the mobility of chloride ions and the improvement of interfacial strength between calcium silicate hydrates. © 2024 The Authors
Original languageEnglish
Article numbere03134
Number of pages10
JournalCase Studies in Construction Materials
Volume20
Online published5 Apr 2024
DOIs
Publication statusPublished - Jul 2024

Funding

The work described in this paper was fully supported by the grant from the Research Grants Council (RGC) of the Hong Kong Special Administrative Region, China (Project No. CityU 11213022).

Research Keywords

  • Cementitious materials
  • Chloride ions
  • Experimental study
  • Graphene oxide
  • Molecular dynamics simulations

Publisher's Copyright Statement

  • This full text is made available under CC-BY-NC 4.0. https://creativecommons.org/licenses/by-nc/4.0/

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