Abstract

Eco-friendly concrete mixtures make efficient use of constituents with reduced environmental impact to secure durable structures. Ternary mixes containing Portland cement, ground granulated blast-furnace slag (GGBFS) and limestone powder (LP) have demonstrated a good balance between environmental impact, economic cost and technical performance. The pore structure of cement-based materials determines the transport of species; hence its description is a valuable tool for predicting their durability performance. In this paper, textural analysis of the pore structure of Portland cement concrete and GGBFS and limestone powder blended concrete is assessed by multicycle mercury intrusion porosimetry (MIP). Results from three intrusion-extrusion cycles were used for determining pore volume, size distribution and surface multifractal dimension. The hysteresis during the experiments is mainly explained by the combined effects of ink-bottle pores and different contact angles for the intrusion and retraction. The analysis of the surface multifractal dimension of the pore structure showed no significant effects of GGBFS and limestone powder on the pore wall texture of concrete samples. The outcome depicts the advantages of using multiple intrusion-extrusion cycles during MIP experiments, as well as the effect of 35 wt.% GGBFS, 25 wt.% GGBFS + 10 wt.% LP, and 25 wt.% of LP, on concrete pore structure.

Highlights

  • The detailed description of the pore structure of cementitious materials has a significant practical interest

  • The present paper describes the results of multicycle mercury intrusion porosimetry (MIP) of ground granulated blast-furnace slag (GGBFS) and limestone powder (LP) blended concretes

  • The analysis focuses on confirming the origin of the usually reported hysteresis in single MIP, as well as the effect of GGBFS and LP on the reversibility of the process

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Summary

Introduction

The detailed description of the pore structure of cementitious materials has a significant practical interest. The analysis of the pore structure of concrete feeds the numerical modelling of macroscopic transport properties such as permeability, diffusivity, conductivity and electrical resistivity. All these estimations need microstructural data as input. The complexity of the pore system of cementitious materials complicates the characterisation of the pore structure. Additional information can contribute to a better understanding of the connection between the pore structure and transport processes. A wide-spread technique to describe the pore structure of cementitious systems is mercury intrusion porosimetry (MIP) [1,2,3,4]

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