Implementation of Alternative Mineral Additives in Low-Emission Sustainable Cement Composites

The influence of four naturally occurring mineral additives (zeolite, diatomite, trass and bentonite) on the hydration and properties of cement pastes and mortars was investigated. The materials change the phase composition, heat of hydration (determined by calorimetry) and mechanical properties of...

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Autores principales: Ewa Kapeluszna, Wojciech Szudek, Paweł Wolka, Adam Zieliński
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Lenguaje:EN
Publicado: MDPI AG 2021
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spelling oai:doaj.org-article:3589665a860b4bd3916c6908d7e7b9852021-11-11T17:59:46ZImplementation of Alternative Mineral Additives in Low-Emission Sustainable Cement Composites10.3390/ma142164231996-1944https://doaj.org/article/3589665a860b4bd3916c6908d7e7b9852021-10-01T00:00:00Zhttps://www.mdpi.com/1996-1944/14/21/6423https://doaj.org/toc/1996-1944The influence of four naturally occurring mineral additives (zeolite, diatomite, trass and bentonite) on the hydration and properties of cement pastes and mortars was investigated. The materials change the phase composition, heat of hydration (determined by calorimetry) and mechanical properties of composites. After 28 days, the amount of Ca(OH)<sub>2</sub> was reduced by up to 23% and up to 35% more C-S-H was formed, as proved by TG measurements. Differences were observed in the kinetics of heat release, especially for 25% of the addition. In the calorimetric curves, an additional exothermic effect is observed, related to the alteration in the hydration of C<sub>3</sub>A in cement. From the point of view of beneficial influence on mechanical properties of mortars, the additives could be ranked as follows: bentonite < diatomite, zeolite < trass after 2 days and bentonite < diatomite < trass < zeolite after 28 days of curing. The highest compressive strength (58.5 MPa) was observed for the sample with a 10% addition of zeolite. Zeolite, trass, bentonite and diatomite are all pozzolanic materials; however, their activity varies to an extent due to the differences in their specific surface area and the content of the amorphous phase, responsible for the pozzolanic reaction.Ewa KapelusznaWojciech SzudekPaweł WolkaAdam ZielińskiMDPI AGarticlesupplementary cementitious materialsmineral additivescement hydrationzeolitediatomitebentoniteTechnologyTElectrical engineering. Electronics. Nuclear engineeringTK1-9971Engineering (General). Civil engineering (General)TA1-2040MicroscopyQH201-278.5Descriptive and experimental mechanicsQC120-168.85ENMaterials, Vol 14, Iss 6423, p 6423 (2021)
institution DOAJ
collection DOAJ
language EN
topic supplementary cementitious materials
mineral additives
cement hydration
zeolite
diatomite
bentonite
Technology
T
Electrical engineering. Electronics. Nuclear engineering
TK1-9971
Engineering (General). Civil engineering (General)
TA1-2040
Microscopy
QH201-278.5
Descriptive and experimental mechanics
QC120-168.85
spellingShingle supplementary cementitious materials
mineral additives
cement hydration
zeolite
diatomite
bentonite
Technology
T
Electrical engineering. Electronics. Nuclear engineering
TK1-9971
Engineering (General). Civil engineering (General)
TA1-2040
Microscopy
QH201-278.5
Descriptive and experimental mechanics
QC120-168.85
Ewa Kapeluszna
Wojciech Szudek
Paweł Wolka
Adam Zieliński
Implementation of Alternative Mineral Additives in Low-Emission Sustainable Cement Composites
description The influence of four naturally occurring mineral additives (zeolite, diatomite, trass and bentonite) on the hydration and properties of cement pastes and mortars was investigated. The materials change the phase composition, heat of hydration (determined by calorimetry) and mechanical properties of composites. After 28 days, the amount of Ca(OH)<sub>2</sub> was reduced by up to 23% and up to 35% more C-S-H was formed, as proved by TG measurements. Differences were observed in the kinetics of heat release, especially for 25% of the addition. In the calorimetric curves, an additional exothermic effect is observed, related to the alteration in the hydration of C<sub>3</sub>A in cement. From the point of view of beneficial influence on mechanical properties of mortars, the additives could be ranked as follows: bentonite < diatomite, zeolite < trass after 2 days and bentonite < diatomite < trass < zeolite after 28 days of curing. The highest compressive strength (58.5 MPa) was observed for the sample with a 10% addition of zeolite. Zeolite, trass, bentonite and diatomite are all pozzolanic materials; however, their activity varies to an extent due to the differences in their specific surface area and the content of the amorphous phase, responsible for the pozzolanic reaction.
format article
author Ewa Kapeluszna
Wojciech Szudek
Paweł Wolka
Adam Zieliński
author_facet Ewa Kapeluszna
Wojciech Szudek
Paweł Wolka
Adam Zieliński
author_sort Ewa Kapeluszna
title Implementation of Alternative Mineral Additives in Low-Emission Sustainable Cement Composites
title_short Implementation of Alternative Mineral Additives in Low-Emission Sustainable Cement Composites
title_full Implementation of Alternative Mineral Additives in Low-Emission Sustainable Cement Composites
title_fullStr Implementation of Alternative Mineral Additives in Low-Emission Sustainable Cement Composites
title_full_unstemmed Implementation of Alternative Mineral Additives in Low-Emission Sustainable Cement Composites
title_sort implementation of alternative mineral additives in low-emission sustainable cement composites
publisher MDPI AG
publishDate 2021
url https://doaj.org/article/3589665a860b4bd3916c6908d7e7b985
work_keys_str_mv AT ewakapeluszna implementationofalternativemineraladditivesinlowemissionsustainablecementcomposites
AT wojciechszudek implementationofalternativemineraladditivesinlowemissionsustainablecementcomposites
AT pawełwolka implementationofalternativemineraladditivesinlowemissionsustainablecementcomposites
AT adamzielinski implementationofalternativemineraladditivesinlowemissionsustainablecementcomposites
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