It is well known that the fine aggregate's content and properties have a significant influence on the plastic viscosity of mortar made with them. However, the underlying mechanisms of this influence remain unclear. The aim of this paper is to clarify these mechanisms by analysing the basic mechanical interactions working during mortar's flow. Twelve types of fine aggregates with different grading and morphology were employed in the analysis. The experimental work confirmed previously documented results reporting that the different content, grading, and morphology of the fine aggregates cause, indeed, significant differences in the plastic viscosity of mortar made with them. Based on the basic mechanical behaviour of mortar flow, the authors deduced that the plastic viscosity is determined by the viscous stress generated during the process as a result of the hydrodynamic interaction between fine aggregate particles and cement paste, as well as the contact interaction between the various fine aggregate particles. Then, a semi-quantitative model of the relative plastic viscosity of mortar was developed, combining the contribution of hydrodynamic and contact interactions. This model can explain the experimental results and provide a good prediction of the plastic viscosity of mortar.
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