Self-healing of biochar-cement composites with crystalline admixture exposed to sulphate solution and simulated seawater

Although many studies considered crystalline admixtures (CA) as the self-healing agent, only limited studies investigated the potential effects of aggressive ions on the self-healing performance of marine structures. Furthermore, there is an increasing trend to use SCMs to improve concrete resilience while lowering carbon footprint. This study investigated the effects of CA and sustainable waste wood biochar (WWB) on the self-healing of cement pastes exposed to simulated seawater or 5 % sodium sulphate solution. Three-point loading was used to initiate the cracks while keeping the cracked samples unseparated. The healing rate was investigated using optical microscopy and binary image processing. The self-healing products characterisation was conducted using Scanned Electron Microscopy equipped with Energy dispersive X-ray spectroscopy (SEM-EDS), X-ray diffraction (XRD), Thermogravimetric analysis (TG), and Fourier-transform Infrared Spectroscopy (FTIR). Cracks were completely healed after 42 days for CA-based samples when exposing to wet/dry cycles in seawater (SWWD) and sulphate solution (SWD). EDS, XRD and TG results confirmed the formation of calcite as the main healing products, while a small portion of brucite was observed in healing products for SWWD. FTIR spectra further confirmed the formation of C-S-H gel and AFt in healing productions exposed to SWWD and SWD. Although WWB addition did not improve healing performance of WWB-cement composites, it led to a relatively complex cracking path, providing more nucleation sites for the self-healing process. • CA admixture improved self-healing up to 86.36 % after 28 days in SWWD exposure. • Calcite was the main healing product in both SWWD and SWD exposures. • Complete crack healing in all CA-treated samples occurred after 42 days. • WWB created more tortuous cracking paths while absorbing more cracking energy. • Future studies should explore SCMs like biochar for better durability and lower carbon footprint.

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Publication Details

Journal
Journal of Building Engineering
Published
2024-12-11
DOI
https://doi.org/10.1016/j.jobe.2024.111564
Citations
8
Primary Topic
Microbial Applications in Construction Materials
Type
article
Field-Weighted Citation Impact
1.65

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article

Self-healing of biochar-cement composites with crystalline admixture exposed to sulphate solution and simulated seawater

Xuqun Lin, Wengui Li, Quang Dieu Nguyen, Arnaud Castel et al.
8 citations
Journal of Building Engineering
Microbial Applications in Construction Materials
1.65
article

Self-healing of biochar-cement composites with crystalline admixture exposed to sulphate solution and simulated seawater

Xuqun Lin, Wengui Li, Quang Dieu Nguyen, Arnaud Castel, Zhizhong Deng, Vivian W.Y. Tam
article en
8 citations

Abstract

Although many studies considered crystalline admixtures (CA) as the self-healing agent, only limited studies investigated the potential effects of aggressive ions on the self-healing performance of marine structures. Furthermore, there is an increasing trend to use SCMs to improve concrete resilience while lowering carbon footprint. This study investigated the effects of CA and sustainable waste wood biochar (WWB) on the self-healing of cement pastes exposed to simulated seawater or 5 % sodium sulphate solution. Three-point loading was used to initiate the cracks while keeping the cracked samples unseparated. The healing rate was investigated using optical microscopy and binary image processing. The self-healing products characterisation was conducted using Scanned Electron Microscopy equipped with Energy dispersive X-ray spectroscopy (SEM-EDS), X-ray diffraction (XRD), Thermogravimetric analysis (TG), and Fourier-transform Infrared Spectroscopy (FTIR). Cracks were completely healed after 42 days for CA-based samples when exposing to wet/dry cycles in seawater (SWWD) and sulphate solution (SWD). EDS, XRD and TG results confirmed the formation of calcite as the main healing products, while a small portion of brucite was observed in healing products for SWWD. FTIR spectra further confirmed the formation of C-S-H gel and AFt in healing productions exposed to SWWD and SWD. Although WWB addition did not improve healing performance of WWB-cement composites, it led to a relatively complex cracking path, providing more nucleation sites for the self-healing process. • CA admixture improved self-healing up to 86.36 % after 28 days in SWWD exposure. • Calcite was the main healing product in both SWWD and SWD exposures. • Complete crack healing in all CA-treated samples occurred after 42 days. • WWB created more tortuous cracking paths while absorbing more cracking energy. • Future studies should explore SCMs like biochar for better durability and lower carbon footprint.

Journal of Building EngineeringVol. 99
University of Technology Sydney (AU), UNSW Sydney (AU)
University of Technology Sydney, Australian Research Council
Life below water
Openalex Percentile: Top 17%
Microbial Applications in Construction Materials
1.65
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