Bai, et al (2024) Geopolymer stabilization of carbon-negative gasified olive stone biochar as a subgrade construction material. Construction and Building Materials. https://doi.org/10.1016/j.conbuildmat.2024.137617


Biochar, a carbon-rich material derived from biomass, offers significant environmental benefits by capturing and storing carbon. Recent research explored the potential of using olive stone biochar (OSB) as a component in geopolymer composites for road subgrade construction. The study utilized industrial residues like fly ash (FA) and ground granulated blast furnace slag (S) as precursors in the geopolymerization process. The resulting OSB-based geopolymers demonstrated impressive mechanical properties, making them viable alternatives to traditional construction materials while also contributing to carbon sequestration.

The research assessed the unconfined compressive strength (UCS) of these geopolymer composites. Samples stabilized with FA and S-based geopolymers showed higher UCS values compared to traditional methods. S-based geopolymers generally exhibited superior strength, with UCS values peaking around 6 MPa. The study identified that curing time and temperature significantly influenced the UCS, with longer curing periods or higher temperatures yielding better results. For practical application, FA or S-based geopolymers with 30% precursor content, cured at 20°C for 7 days, provided optimal performance, surpassing the local requirement of 700 kPa UCS for stabilized road subgrades.

The California Bearing Ratio (CBR) test results further validated the effectiveness of the optimal blends, showing enhanced CBR values with the addition of FA or S-based geopolymers. This improvement reduced the required pavement thickness and construction costs. The repeated load triaxial (RLT) test confirmed the dynamic strength of the geopolymer-stabilized OSB composites, demonstrating their ability to withstand simulated traffic loads.

Economic analysis revealed that the cost of OSB is comparable to natural aggregates when considering volume. The carbon footprint assessment indicated that the geopolymer stabilization of OSB using 30% FA or S resulted in carbon-negative materials. This dual benefit of cost-effectiveness and environmental sustainability positions OSB-based geopolymers as a promising solution for green infrastructure.

In terms of production, the olive stone biochar used in this study was sourced from a biomass gasification facility. The process involved dehydrating the olive stones, followed by pyrolysis in a low-oxygen environment, resulting in a solid by-product rich in carbon. Elemental analysis of the OSB revealed a high carbon content, indicating its potential for long-term carbon sequestration.

Morphological analysis using scanning electron microscopy (SEM) showed that increasing the precursor dosage improved the microstructural integrity of the geopolymer composites. Higher dosages led to better encapsulation of OSB particles and reduced voids, resulting in stronger composites. The study also highlighted the importance of curing conditions, with higher temperatures and longer durations leading to more robust microstructures.

This research contributes to the field of sustainable construction by demonstrating the feasibility of using geopolymer-stabilized OSB composites as road subgrade materials. By incorporating biochar, a renewable resource, and reducing reliance on natural aggregates, this approach supports the development of eco-friendly infrastructure. The findings underscore the potential of biochar as a versatile material in civil engineering applications, promoting both environmental and economic benefits.


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