Rheological evaluation of rendering mortars by the squeeze flow method based on particle packing and water content of the mixture
Keywords:
rendering mortars, rheology, dosage, particle packingAbstract
Mortars’ workability results from other properties, such as consistency, plasticity, cohesion, water retention, exudation, initial adhesion and density. A workable mortar distributes itself in application, doesn’t segregate during transport, and remains plastic during the application time. This property depends on several application factors, together with the constituent materials. Therefore, this study aims to assess the influence of the formulation, aggregate type and water content on rheological behavior of rendering mortars, combined with particle packing studies. For this purpose, three usual mortar formulations were chosen. The minimum water content was calculated through the concepts of particle packing and the squeeze flow test. As a result, the influence of each constituent on the workability of the mortar was determined, together with the formulations optimized by the aggregate type. The water content analysis revealed the wet packing density and minimum value required for the formation of the water film around the particles.
Downloads
Downloads
Published
How to Cite
Issue
Section
License
Copyright (c) 2023 Ambiente Construído

This work is licensed under a Creative Commons Attribution 4.0 International License.
Copyright
Authors of articles published in Ambiente Construído retain the copyright of their works, licensing them under the Creative Commons Attribution BY 4.0 license, which allows articles to be reused and distributed without restriction, provided that the original work is properly cited.


