Investigating the influence of curing regimes on the microstructural and mechanical evolution of one-part slag-based alkali-activated binders self-activated with biomass ashes

IF 8.1 2区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Journal of building engineering Pub Date : 2026-12-01 Epub Date: 2026-10-17 DOI:10.1016/j.jobe.2026.117563
Abdurrahman Emin Sevinç, Muhammed Yasin Durgun, Ahmet Hayrullah Sevinç
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引用次数: 0

Abstract

Despite the growing interest in one-part alkali-activated materials, the current reliance on high-carbon footprint commercial solid activators (e.g., synthetic alkali hydroxides) remains a critical environmental barrier. To address this fundamental research gap, this study investigates the feasibility of developing a zero-commercial-chemical one-part alkali-activated matrix. In this study, the “one-part” activation potential of waste-derived biomass ashes—pine ash (PA), oak ash (OA), and hazelnut shell ash (HA)—in ground granulated blast furnace slag (GGBFS)-based systems, along with the influence of curing regimes on microstructural integrity, was comprehensively investigated. Biomass ashes were incorporated at 15%, 30%, and 45% as partial replacements and evaluated under standard air, thermally assisted air, and thermally assisted water curing conditions. Experimental results demonstrated that biomass ashes act not merely as inert fillers but as active components directly involved in matrix formation. Mechanical testing revealed that mixtures without external synthetic activators, particularly S/HA45 and S/PA15, outperformed KOH-activated reference samples, achieving compressive strengths of up to 11.9 MPa under ambient curing. The highest strength (15.5 MPa) was obtained from the S/OA45 specimen subjected to combined ambient, thermal, and water curing. Physical analyses further supported this densification; the S/HA45 mixture exhibited a notable reduction in apparent porosity to 17.31% and an improved ultrasonic pulse velocity (UPV) of 3619 m/s, significantly surpassing the conventional KOH-activated reference (18.18% and 3250 m/s, respectively). TGA/DTG and SEM analyses confirmed that PA promotes early-age formation of fibrous C-(A)-S-H networks, while HA, due to its high alkali content, triggers a strong self-activation mechanism. This was conclusively validated by XRD and FT-IR analyses. Curing analysis indicated that although thermal treatment at 90 °C accelerates reaction kinetics, air-curing without moisture results in drying shrinkage and microcracking. In contrast, water curing mitigates these effects, resulting in a more compact, monolithic matrix. Overall, the findings provide clear microstructural evidence that biomass ashes can be used to develop high-performance mechanically viable, potentially low-carbon binder systems suitable for non-structural or moderate-strength applications without the need for external chemical activators. Overall, the novelty of this study lies in demonstrating that high-alkali and high-calcium agricultural and forestry waste ashes can completely replace corrosive, commercial alkaline chemicals. The practical significance of these findings highlights a potentially sustainable, cost-effective, and industrially viable pathway for producing moderate-strength, "zero-cement" construction materials with a significantly reduced carbon footprint.
研究了养护制度对生物质灰自活化的单组分渣基碱活性粘结剂微观结构和力学演化的影响
尽管人们对单组分碱活化材料的兴趣日益浓厚,但目前对高碳足迹商业固体活化剂(如合成碱氢氧化物)的依赖仍然是一个关键的环境障碍。为了解决这一基础研究缺口,本研究探讨了开发零商业化学单组分碱活化基质的可行性。在这项研究中,我们全面研究了废弃物来源的生物质灰——松树灰(PA)、橡树灰(OA)和榛子壳灰(HA)——在基于磨粒高炉渣(GGBFS)的体系中的“一部分”活化电位,以及养护制度对微观结构完整性的影响。以15%、30%和45%的比例加入生物质灰烬作为部分替代品,并在标准空气、热辅助空气和热辅助水固化条件下进行评估。实验结果表明,生物质灰不仅是惰性填料,而且是直接参与基质形成的活性成分。力学测试表明,没有外部合成活化剂的混合物,特别是S/HA45和S/PA15,优于koh活化的参考样品,在环境养护下达到11.9 MPa的抗压强度。S/OA45试样在环境、热、水复合养护条件下强度最高(15.5 MPa)。物理分析进一步支持这种致密化;S/HA45混合物的表观孔隙率显著降低至17.31%,超声脉冲速度(UPV)提高至3619 m/ S,显著超过传统koh活化对照(分别为18.18%和3250 m/ S)。TGA/DTG和SEM分析证实,PA促进纤维C-(A)- s - h网络的早期形成,而HA由于其高碱含量,触发了强的自激活机制。XRD和FT-IR分析证实了这一点。固化分析表明,虽然90 °C的热处理加速了反应动力学,但无水分的空气固化导致了干燥收缩和微开裂。相比之下,水固化减轻了这些影响,导致更紧凑,整体的矩阵。总的来说,研究结果提供了清晰的微观结构证据,表明生物质灰烬可以用于开发高性能的机械可行的、潜在的低碳粘合剂系统,适用于非结构或中等强度的应用,而不需要外部化学活化剂。总体而言,本研究的新颖之处在于证明了高碱、高钙的农林废灰完全可以替代具有腐蚀性的商业碱性化学品。这些发现的实际意义突出了一种潜在的可持续的、具有成本效益的、工业上可行的途径,可以生产中等强度的“零水泥”建筑材料,显著减少碳足迹。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Journal of building engineering
Journal of building engineering Engineering-Civil and Structural Engineering
CiteScore
10.00
自引率
12.50%
发文量
1901
审稿时长
35 days
期刊介绍: The Journal of Building Engineering is an interdisciplinary journal that covers all aspects of science and technology concerned with the whole life cycle of the built environment; from the design phase through to construction, operation, performance, maintenance and its deterioration.
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