Abstract

As defined by the American Concrete Institute (ACI), alternative supplementary cementitious materials (ASCMs) and local materials are very important in concrete sustainability. As an ASCM, glass powder (GP) shows excellent pozzolanic properties. This paper focuses on characterization and the effect of GP on concrete properties compared to those of Class F fly ash (FFA) and ground granulated blast furnace slag (GGBS). Concrete incorporating 0, 20 and 30% of GP and other concrete mixes containing 30% of FFA or GGBS were cast. The concrete mixes considered in this study have water to binder (w/b) mass ratio ranging from 0.35 to 0.65. The mechanical properties such as compressive strength and durability including chloride ions permeability and chloride ions diffusion are evaluated. The results show that GP develops effects on mechanical properties similar to those of FFA and performs better than GGBS and FFA in terms of permeability reduction. GP reduces dramatically chloride permeability of concrete regardless w/b ratio, favoring an improvement of the concrete durability. Because of the interesting permeability developed by concretes incorporating GP, its use as an ASCM is promising.

Highlights

  • Mineral additions are commonly used in concrete as useful components

  • This paper focuses on characterization and the effect of glass powder (GP) on concrete properties compared to those of Class F fly ash (FFA) and ground granulated blast furnace slag (GGBS)

  • This work, based on the study of the effect of glass powder on concrete properties, showed a good behavior of this mineral addition compared to the conventional supplementary cementitious materials (SCMs)

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Summary

Introduction

The decrease of the permeability of concrete containing mineral additives is considered as an important aspect of their beneficial effects. Several studies [1] [2] [3] showed that the cement pastes containing mineral additives including FFA, silica. These changes are qualitatively correlated with the reduction in permeability. The incorporation of FFA in concrete can reduce the water need of about 5 to 15% compared to OPC [5]. The use of 40% ground granulated slag in concrete is very effective in reducing the in situ sorptivity of concrete [6]

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