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Transport properties study of supplementary cementitious materials: case of tuff,limestone filler and granodiorite
Authors:Meriem Meziani  Ouali Amiri  Nordine Leklou  Nasser Chelouah
Affiliation:1. Laboratoire de Génie de la Construction et d’architecture, Faculté de Technologie, Université de Bejaia, Bejaia, Algérie;2. Université de Nantes, POLYTECH NANTES, GeM, UMR CNRS 6183, 58 rue Michel Ange, BP 420-44600 Saint-Nazaire, France
Abstract:The aim of this research is to determine the effects of replacing cement with tuffs on the transport properties and service life of cement-based materials. Specimens were prepared replacing 5% and 15% by weight of cement with both white and brown tuffs. Additional specimens were prepared replacing cement with 5% and 15% limestone filler and granodiorite to compare the effects of these types of materials. For these four types of specimen as well as a control mortar with no cement replacement transport properties (gas permeability and chloride ingress) were measured as well as porosity and pore diameter. The transport properties were compared the changes in these porosity and pore diameter. Based on the results, white tuff significantly improves the transport properties of the mortars due to its pozzolanic reaction and that white tuff may be an economically and functionally viable replacement for cement where concrete durability is important. Pore diameter and porosity did not correlate well with transport properties.
Keywords:tuffs  granodiorite  pozzolanic reaction  transport properties  SCMs
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