Mechanical and durability analysis of geopolymer concrete made with recycled silicate activator for low carbon breakwaters

K.K.D.A. Wijesekara , Monower Sadique , Iacopo Carnacina , Alistair Fielding , Gabriela Chronowska Bojczuk
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Abstract

This study investigates the feasibility of using recycled sodium silicate (RSiA) extracted from waste glasses as an alternative to commercial sodium silicate (CSiA) in the production of alkali-activated geopolymer concrete for breakwater applications. The influence of RSiA on the chemical characteristics, mechanical performance, and environmental impact of geopolymer mortars and concrete was evaluated. Elemental composition and FTIR analyses were conducted to characterise the silicate activators, revealing comparable chemical profiles with a notable difference in the SiO₂/Na₂O molar ratio (Ms: CSiA = 2.81; RSiA = 1.53). Mortar mixes with varying fly ash (FA) and ground granulated blast furnace slag (GGBS) ratios (e.g., FA:GGBS = 40:60, 80:20) and different Na₂SiO₃:NaOH ratios (1:2, 1:1, and 2:1) were tested for compressive strength under various curing regimes, including air, water, and partial hot water curing. Microstructural analysis via SEM and XRD confirmed the formation of dense geopolymer gels and crystalline phases. CO₂ emissions and cost analysis indicated that a 2:1 Na₂SiO₃:NaOH ratio minimised both environmental and economic impact. The optimised mix (C40–2111) achieved a compressive strength of ∼47 MPa under partial hot water curing, ∼35 MPa under air curing and ∼33 MPa under water curing after 28 days. Compared to conventional concrete used in coastal defence structures, the RSiA-based geopolymer blocks met or exceeded performance standards in terms of compressive strength, suggesting their suitability as sustainable alternatives to traditional breakwater materials.
低碳防波堤用再生硅酸盐活化剂地聚合物混凝土力学性能及耐久性分析
本研究探讨了从废玻璃中提取的再生水玻璃(RSiA)作为工业水玻璃(CSiA)的替代品,用于生产防波堤用碱活化地聚合物混凝土的可行性。评价了RSiA对地聚合物砂浆和混凝土的化学特性、力学性能和环境影响的影响。通过元素组成和FTIR分析对硅酸盐活化剂进行了表征,揭示了相似的化学特征,SiO₂/Na₂O摩尔比(Ms: CSiA = 2.81;RSiA = 1.53)。不同粉煤灰(FA)和磨粒高炉渣(GGBS)比例(例如,FA:GGBS = 40:60, 80:20)和不同Na₂SiO₃:NaOH比例(1:2,1:1和2:1)的砂浆混合物在不同的养护制度下测试了抗压强度,包括空气,水和部分热水养护。通过SEM和XRD的微观结构分析证实了致密的地聚合物凝胶和结晶相的形成。二氧化碳排放量和成本分析表明,2:1的Na₂SiO₃:NaOH比例将对环境和经济的影响降到最低。优化后的混合物(C40-2111)在部分热水养护下的抗压强度为~ 47 MPa,在空气养护下为~ 35 MPa,在水养护下为~ 33 MPa。与海防结构中使用的传统混凝土相比,基于rsia的地聚合物块体在抗压强度方面达到或超过了性能标准,这表明它们适合作为传统防波堤材料的可持续替代品。
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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