Pore Size Distribution and Surface Multifractal Dimension by Multicycle Mercury Intrusion Porosimetry of GGBFS and Limestone Powder Blended Concrete

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 im...

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Main Authors: Yury Villagrán-Zaccardi, Natalia Alderete, Philip Van den Heede, Nele De Belie
Format: Article
Language:English
Published: MDPI AG 2021-05-01
Series:Applied Sciences
Subjects:
Online Access:https://www.mdpi.com/2076-3417/11/11/4851
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author Yury Villagrán-Zaccardi
Natalia Alderete
Philip Van den Heede
Nele De Belie
author_facet Yury Villagrán-Zaccardi
Natalia Alderete
Philip Van den Heede
Nele De Belie
author_sort Yury Villagrán-Zaccardi
collection DOAJ
description 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.
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spelling doaj.art-a61867acf0a74df7ab92cc7cea1888b22023-11-21T21:19:50ZengMDPI AGApplied Sciences2076-34172021-05-011111485110.3390/app11114851Pore Size Distribution and Surface Multifractal Dimension by Multicycle Mercury Intrusion Porosimetry of GGBFS and Limestone Powder Blended ConcreteYury Villagrán-Zaccardi0Natalia Alderete1Philip Van den Heede2Nele De Belie3Magnel-Vandepitte Laboratory, Department of Structural Engineering and Building Materials, Ghent University, 9000 Ghent, BelgiumMagnel-Vandepitte Laboratory, Department of Structural Engineering and Building Materials, Ghent University, 9000 Ghent, BelgiumMagnel-Vandepitte Laboratory, Department of Structural Engineering and Building Materials, Ghent University, 9000 Ghent, BelgiumMagnel-Vandepitte Laboratory, Department of Structural Engineering and Building Materials, Ghent University, 9000 Ghent, BelgiumEco-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.https://www.mdpi.com/2076-3417/11/11/4851mercury intrusion porosimetryfractal geometryGGBFSpore texture
spellingShingle Yury Villagrán-Zaccardi
Natalia Alderete
Philip Van den Heede
Nele De Belie
Pore Size Distribution and Surface Multifractal Dimension by Multicycle Mercury Intrusion Porosimetry of GGBFS and Limestone Powder Blended Concrete
Applied Sciences
mercury intrusion porosimetry
fractal geometry
GGBFS
pore texture
title Pore Size Distribution and Surface Multifractal Dimension by Multicycle Mercury Intrusion Porosimetry of GGBFS and Limestone Powder Blended Concrete
title_full Pore Size Distribution and Surface Multifractal Dimension by Multicycle Mercury Intrusion Porosimetry of GGBFS and Limestone Powder Blended Concrete
title_fullStr Pore Size Distribution and Surface Multifractal Dimension by Multicycle Mercury Intrusion Porosimetry of GGBFS and Limestone Powder Blended Concrete
title_full_unstemmed Pore Size Distribution and Surface Multifractal Dimension by Multicycle Mercury Intrusion Porosimetry of GGBFS and Limestone Powder Blended Concrete
title_short Pore Size Distribution and Surface Multifractal Dimension by Multicycle Mercury Intrusion Porosimetry of GGBFS and Limestone Powder Blended Concrete
title_sort pore size distribution and surface multifractal dimension by multicycle mercury intrusion porosimetry of ggbfs and limestone powder blended concrete
topic mercury intrusion porosimetry
fractal geometry
GGBFS
pore texture
url https://www.mdpi.com/2076-3417/11/11/4851
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