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Artículo

The effect of slag and limestone filler on resistivity, sorptivity, and permeability of concrete with low paste content

Villagrán Zaccardi, Yury AndrésIcon ; Di Maio, Angel AntonioIcon ; Romagnoli, RobertoIcon
Fecha de publicación: 10/2012
Editorial: Springer
Revista: Mat. Res. Soc. Symp. Proc. (pittsburg)
ISSN: 0272-9172
Idioma: Inglés
Tipo de recurso: Artículo publicado
Clasificación temática:
Ingeniería de la Construcción

Resumen

This paper deals with several concrete properties and to what extent they are influenced by slag and limestone filler, either one or both of them are included. Concrete was designed for low paste content, this is, a water reducing admixture (WR) was used to limit mixing water content. The results are compared with concrete made with commercial composite cement, blended during milling. Concrete was tested for compressive strength, sorptivity, resistivity, and water penetration under pressure. The volume of paste in all concrete mixes was the same. Results showed the effect of slag on concrete transport properties. The effect of limestone filler was minimal either admixed solely or in conjunction with slag. On the other hand, blended cement appeared to be less effective on improving concrete transport properties. Compressive strength was less affected than transport properties by slag inclusion.
Palabras clave: Slag , Limestone filler , Resistivity , Sorptivity
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info:eu-repo/semantics/restrictedAccess Excepto donde se diga explícitamente, este item se publica bajo la siguiente descripción: Creative Commons Attribution-NonCommercial-ShareAlike 2.5 Unported (CC BY-NC-SA 2.5)
Identificadores
URI: http://hdl.handle.net/11336/215653
DOI: http://dx.doi.org/10.1557/opl.2012.1552
URL: https://link.springer.com/article/10.1557/opl.2012.1552
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Articulos(CCT - LA PLATA)
Articulos de CTRO.CIENTIFICO TECNOL.CONICET - LA PLATA
Citación
Villagrán Zaccardi, Yury Andrés; Di Maio, Angel Antonio; Romagnoli, Roberto; The effect of slag and limestone filler on resistivity, sorptivity, and permeability of concrete with low paste content; Springer; Mat. Res. Soc. Symp. Proc. (pittsburg); 1488; 10-2012; 80-86
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