Investigation of alkali-silica reaction on mortars with alternative binder systems: Alkali activated Slags and Celitement

Julia T. Sonntag , Ravi A. Patel , David Alós Shepherd , Frank Dehn
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Abstract

This study investigates the resistance against alkali-silica reaction (ASR) of two alternative binder systems, alkali-activated slag (AAS) and Celitement (Celite). Experimental studies on expansion and mechanical strength are carried out. Coupled kinetic and equilibrium thermodynamic modeling is used to clarify the role of binder chemistry on ASR. It was observed that under accelerated conditions OPC based mortars were more susceptible to ASR compared to AAS and Celite-based mortars. Based on experimental and modeling results, a correlation is shown between the dissolution of silica and the degree of expansion, but no correlation was found between the predicted amount of ASR products and the measured degree of expansion. Finally, the expansion degree could only be correlated with the reduction in compressive and flexural tensile strength for ASR-exposed samples.

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具有替代粘合剂体系的砂浆上的碱-二氧化硅反应的研究:碱活性矿渣和硅藻土
本研究研究了两种替代粘结剂体系,碱活性矿渣(AAS)和硅藻土(硅藻土)对碱-二氧化硅反应(ASR)的抵抗力。对膨胀和机械强度进行了实验研究。使用动力学和平衡热力学耦合建模来阐明粘合剂化学对ASR的作用。据观察,在加速条件下,与AAS和硅藻土基砂浆相比,基于OPC的砂浆更容易受到ASR的影响。根据实验和建模结果,二氧化硅的溶解与膨胀度之间存在相关性,但ASR产物的预测量与测量的膨胀度之间没有相关性。最后,ASR暴露样品的膨胀程度只能与抗压强度和弯曲拉伸强度的降低相关。
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