The effect of cement replacement and homogenization procedure on concrete mechanical properties

Supplementary cementitious materials (SCM) are used in concrete for two main reasons – to reduce the amount of cement used and to improve material properties. A material that is more sustainable, durable, environmental friendly and economical compared to the traditional Portland cement concrete can...

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Main Authors: Petr Bily, Josef Fladr, Roman Chylik, Lukas Vrablik, Vladimir Hrbek
Format: Article
Language:English
Published: Peter the Great St. Petersburg Polytechnic University 2019-03-01
Series:Инженерно-строительный журнал
Subjects:
Online Access:https://engstroy.spbstu.ru/en/article/2019.86.5/
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spelling doaj-5fe736f9eb4942e3af281090478496e32021-03-01T14:39:44ZengPeter the Great St. Petersburg Polytechnic UniversityИнженерно-строительный журнал2071-03052019-03-01862466010.18720/MCE.86.5The effect of cement replacement and homogenization procedure on concrete mechanical propertiesPetr Bily0Josef Fladr1Roman Chylik2Lukas Vrablik3Vladimir Hrbek4Czech Technical UniversityCzech Technical UniversityCzech Technical UniversityCzech Technical UniversityCzech Technical UniversitySupplementary cementitious materials (SCM) are used in concrete for two main reasons – to reduce the amount of cement used and to improve material properties. A material that is more sustainable, durable, environmental friendly and economical compared to the traditional Portland cement concrete can be obtained. This paper investigates the effect of two important factors on mechanical properties of highperformance concrete (HPC) containing SCM. The first factor is the content of selected SCM, the second one is the homogenization procedure used for preparation of concrete. In the first part of the research program, 10 different mixtures were compared: reference mixture with no SCM and mixtures where 10 %, 20 % or 30 % of cement weight were replaced by microsilica, fly ash or metakaolin. In the second part, three mixtures with selected replacement levels were prepared by four different homogenization procedures and studied. Tests of bulk density, compressive strength, splitting tensile strength, flexural tensile strength, dynamic and static elastic modulus and depth of penetration of water under pressure were carried out for the tested mixtures. The best results were reached when cement was partially replaced by fly ash. Resistance of concrete to penetration of water under pressure was significantly improved by all SCM. The homogenization procedure in which the SCM was added to the mixture after water led to slightly better properties than the standard mixing technique in case of mixtures containing microsilica and metakaolin. The paper provides an extensive database that can serve as a benchmark for the design of HPC containing SCM.https://engstroy.spbstu.ru/en/article/2019.86.5/high-performance concretesupplementary cementitious materialsfly ashmicrosilicametakaolin
collection DOAJ
language English
format Article
sources DOAJ
author Petr Bily
Josef Fladr
Roman Chylik
Lukas Vrablik
Vladimir Hrbek
spellingShingle Petr Bily
Josef Fladr
Roman Chylik
Lukas Vrablik
Vladimir Hrbek
The effect of cement replacement and homogenization procedure on concrete mechanical properties
Инженерно-строительный журнал
high-performance concrete
supplementary cementitious materials
fly ash
microsilica
metakaolin
author_facet Petr Bily
Josef Fladr
Roman Chylik
Lukas Vrablik
Vladimir Hrbek
author_sort Petr Bily
title The effect of cement replacement and homogenization procedure on concrete mechanical properties
title_short The effect of cement replacement and homogenization procedure on concrete mechanical properties
title_full The effect of cement replacement and homogenization procedure on concrete mechanical properties
title_fullStr The effect of cement replacement and homogenization procedure on concrete mechanical properties
title_full_unstemmed The effect of cement replacement and homogenization procedure on concrete mechanical properties
title_sort effect of cement replacement and homogenization procedure on concrete mechanical properties
publisher Peter the Great St. Petersburg Polytechnic University
series Инженерно-строительный журнал
issn 2071-0305
publishDate 2019-03-01
description Supplementary cementitious materials (SCM) are used in concrete for two main reasons – to reduce the amount of cement used and to improve material properties. A material that is more sustainable, durable, environmental friendly and economical compared to the traditional Portland cement concrete can be obtained. This paper investigates the effect of two important factors on mechanical properties of highperformance concrete (HPC) containing SCM. The first factor is the content of selected SCM, the second one is the homogenization procedure used for preparation of concrete. In the first part of the research program, 10 different mixtures were compared: reference mixture with no SCM and mixtures where 10 %, 20 % or 30 % of cement weight were replaced by microsilica, fly ash or metakaolin. In the second part, three mixtures with selected replacement levels were prepared by four different homogenization procedures and studied. Tests of bulk density, compressive strength, splitting tensile strength, flexural tensile strength, dynamic and static elastic modulus and depth of penetration of water under pressure were carried out for the tested mixtures. The best results were reached when cement was partially replaced by fly ash. Resistance of concrete to penetration of water under pressure was significantly improved by all SCM. The homogenization procedure in which the SCM was added to the mixture after water led to slightly better properties than the standard mixing technique in case of mixtures containing microsilica and metakaolin. The paper provides an extensive database that can serve as a benchmark for the design of HPC containing SCM.
topic high-performance concrete
supplementary cementitious materials
fly ash
microsilica
metakaolin
url https://engstroy.spbstu.ru/en/article/2019.86.5/
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