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Investigation on the mechanical properties, durability of steel slag-silica fume composite coral concrete — engineering application exploration in offshore wind turbine foundations

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Addressing the escalating costs of offshore wind turbine foundation construction in the South China Sea, this study investigates a novel steel slag–silica fume composite coral concrete (SSCAC) as a viable, locally sourced alternative. Through a systematic orthogonal experimental design, researchers evaluated the impact of varying binder ratios, silica fume, and steel slag content on mechanical strength and durability. Results indicate an optimal mix exhibiting high splitting tensile strength and low chloride permeability, demonstrating a synergistic "physical filling" mechanism.
Investigation on the mechanical properties, durability of steel slag-silica fume composite coral concrete — engineering application exploration in offshore wind turbine foundations

The challenges of constructing offshore wind turbine foundations, particularly in resource-constrained regions like the South China Sea, demand innovative engineering solutions. The exorbitant costs associated with transporting traditional construction materials to remote offshore locations are a significant impediment to widespread renewable energy development. This recent investigation into steel slag–silica fume composite coral concrete (SSCAC) offers a promising avenue for addressing this issue by leveraging locally sourced materials. As highlighted in recent reporting, littoral states are actively working to ensure the continued viability of crucial waterways like the Straits of Malacca and Singapore Littoral States Pledge To Keep Straits Of Malacca And Singapore Open For Global Shipping, demonstrating a broader regional focus on sustainable infrastructure development. Furthermore, the complexities of operating in the South China Sea, as evidenced by the recent engineering casualty experienced by a US Navy destroyer U.S Navy Destroyer Adrift In South China Sea After Power Failure With No Working Toilets, AC & Clean Water, underscore the need for robust and reliable construction materials capable of withstanding harsh marine environments.

The research’s focus on SSCAC is particularly compelling given the inherent limitations of traditional coral aggregate concrete (CAC). While CAC offers the advantage of utilizing readily available, local resources, its high water absorption significantly compromises its mechanical strength and long-term durability. The systematic investigation, employing an L9(3³) orthogonal experimental design, demonstrates a rigorous scientific approach to optimizing the concrete mix. The identification of the water-to-binder ratio as the dominant factor influencing compressive strength, coupled with the crucial role of silica fume in controlling workability and impermeability, provides valuable insights for practical application. The optimal SSCAC-4 mix, exhibiting high splitting tensile strength and low chloride permeability, represents a tangible step forward in creating a durable and viable in-situ construction material. The detailed microstructural characterization via XRD and SEM further reinforces the understanding of the underlying mechanisms driving performance enhancement, supporting the observed “physical filling + chemical chloride binding + interfacial optimization” synergy.

The implications of this research extend beyond the immediate application of offshore wind turbine foundations. The successful integration of solid waste materials – steel slag and silica fume – into a high-performance concrete blend aligns with broader sustainability goals and promotes resource circularity. The principles demonstrated in this study could be adapted for use in other marine construction projects, reducing reliance on costly and environmentally impactful imported materials. China’s ongoing naval expansion, including the deployment of advanced amphibious assault ships like the Hubei China’s Fourth Type 075 Amphibious Assault Ship Achieves Combat Qualification In South China Sea, highlights the increasing demand for durable and resilient infrastructure in the region, further amplifying the potential impact of these findings. This represents a shift toward a more localized, sustainable, and resilient approach to engineering in challenging marine environments.

Ultimately, the development of SSCAC underscores the critical role of materials science in enabling sustainable infrastructure development in remote and resource-constrained regions. The demonstrated synergy between locally sourced aggregates, industrial byproducts, and optimized mix design provides a compelling model for future research and engineering practice. A key question moving forward is whether the scaling up of SSCAC production can be achieved cost-effectively while maintaining the documented performance characteristics, and how these findings can be adapted to address the specific challenges posed by other aggressive marine environments globally.

IntroductionThe construction of offshore wind turbine foundations in the South China Sea faces exorbitant material transportation costs. While locally sourced coral aggregate concrete (CAC) offers an effective in-situ solution, the high water absorption of coral aggregates negatively impacts mechanical properties and durability. This study aims to develop a high-performance steel slag–silica fume composite coral concrete (SSCAC) to overcome these limitations.MethodsA systematic investigation was conducted using an L9(3³) orthogonal experimental design. The effects of water-to-binder ratio (w/b: 0.25, 0.30, 0.35), silica fume content (2%, 5%, 8%), and steel slag content (2%, 5%, 8%) on workability (slump), mechanical properties (compressive and splitting tensile strength), and rapid chloride permeability were evaluated. Microstructural evolution was characterized via X-ray diffraction (XRD) and scanning electron microscopy (SEM).ResultsRange analysis identified w/b as the dominant factor governing compressive strength, while silica fume content critically controlled workability and impermeability. The optimal mix proportion (S4: 5% silica fume, w/b 0.25, 5% steel slag) achieved a synergistic balance, exhibiting a high splitting tensile strength of 3.20 MPa and low chloride permeability (1842.3 C) without compromising construction applicability. SEM observations confirmed that SSCAC-4 possessed the smallest pore size and the tightest paste–aggregate interfacial bonding among all groups.DiscussionThe performance enhancement is attributed to a synergistic mechanism of "physical filling + chemical chloride binding + interfacial optimization." Silica fume underwent secondary hydration to form low Ca/Si ratio C–S–H gels, effectively refining pores and eliminating visible defects in the interfacial transition zone (ITZ). This research provides a theoretical basis and engineering guidance for the resource utilization of solid wastes and the durable, in-situ application of CAC in severe marine environments.

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