Carbon sequestration in earth-based alkali-activated mortar: phase changes and performance after natural exposure

Pitabash Sahoo, Nikita Rao, Sheetal Kumar Jain, Souradeep Gupta
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Abstract

This research investigates the effect of carbon sequestration via accelerated carbon curing (ACC) in alkali-activated earth-based alkali-activated mortar (25S-AAM) on the long-term engineering performance, chemical bonding and microstructure. The addition of clay accelerates hydration kinetics and promotes the formation of more cross-linked calcium–(sodium) alumino silicate hydrates (N-A-S-H and C-(N)-A-S-H). This contributes to early strength and a 25% reduction in total shrinkage after 60 days. Although ACC promotes higher carbon sequestration and increases 1-d compressive strength by 13%, it leads to severe decalcification of 25S-AAM after 365 days of natural exposure, resulting in coarsening of the pore structure in the mesoporous size range of 10–100 nm. Due to a relatively low Ca/Si ratio, 25S-AAM is more adversely affected by natural carbonation during the 365-d exposure period than the control (without clay). In summary, ACC is not recommended for earth-based AAM products especially if they are applied for outdoor constructions.

Abstract Image

土基碱活性砂浆中的碳封存:自然曝晒后的相变和性能
本研究调查了碱土基碱活性砂浆(25S-AAM)中通过加速碳固化(ACC)进行碳封存对长期工程性能、化学键和微观结构的影响。粘土的加入加速了水化动力学,促进了更多交联硅酸铝钙(钠)水合物(N-A-S-H 和 C-(N)-A-S-H)的形成。这有助于提高早期强度,并在 60 天后将总收缩率降低 25%。虽然 ACC 可提高固碳量并将 1-d 抗压强度提高 13%,但它会导致 25S-AAM 在自然暴露 365 天后严重脱钙,从而导致 10-100 nm 中孔尺寸范围内的孔隙结构变粗。由于 Ca/Si 比率相对较低,与对照组(不含粘土)相比,25S-AAM 在 365 天的暴露期内受到自然碳化的不利影响更大。总之,土基 AAM 产品不建议使用 ACC,尤其是用于室外建筑时。
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