Effects of natural zeolite on mechanical properties and durability indexes of concrete

Author:

Sinngu Fhatuwani1,Ekolu Stephen O.2,Modisane Letsatsi3,Solomon Fitsum H.4

Affiliation:

1. Lecturer, Department of Civil Engineering Technology, University of Johannesburg, Johannesburg, South Africa (corresponding author: , )

2. Professor of Civil Engineering and Head of Civil Engineering Department, Nelson Mandela University, Gqeberha (formerly Port Elisabeth), South Africa

3. Undergraduate student, Department of Civil Engineering Science, University of Johannesburg, Johannesburg, South Africa

4. DEng candidate, Department of Civil Engineering, Nelson Mandela University, Gqeberha (formerly Port Elisabeth), South Africa

Abstract

This study evaluated the effects of a locally available natural zeolite (NZ), on properties of concrete. To the best knowledge of the authors, this paper is the first study wherein NZ concrete has been evaluated using durability index methods. The NZ studied is presently not used as pozzolan in the local cement industry, hence its potential use in concrete would be new. In the investigation, concrete mixtures of 0.50 and 0.70 water/cementitious ratios were prepared using CEM I 52.5R cement type blended with 0, 10, 20 and 30% NZ. Performance characteristics of NZ were compared with those of 20% or 30% fly ash (FA), which is a conventional pozzolan. The mechanical properties measured were strength development, workability and setting time. Durability properties including carbonation and a consortium of indexes comprising oxygen permeability index, water sorptivity index and chloride conductivity index were also tested. Interestingly, NZ concretes exhibited good or excellent durability index values and lower carbonation results, relative to those of the corresponding FA concretes. In fact, adding 20% NZ into concrete mixtures gave optimal performance, including significant reduction of carbonation, which is a unique beneficial effect as pozzolans typically increase carbonation.

Publisher

Emerald

Reference45 articles.

1. ACI (American Concrete Institute) (1991) ACI 211-1: Standard practice for selecting proportions for normal, heavyweight, and mass concrete. American Concrete Institute, Farmington Hills, MI, USA.

2. Use of natural zeolite as a supplementary cementitious material

3. Sulfate resistance of mortars containing silica fume and pozzolan

4. Comparative study of the initial surface absorption and chloride diffusion of high performance zeolite, silica fume and PFA concretes

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