Microstructure of CEM II/B-S Pastes Modified with Set Accelerating Admixtures
The presented paper aims to describe the influence of accelerating admixtures on the properties and microstructure of cement pastes and mortars. Blended slag cement CEM II/B-S containing two different clinkers (differing amounts of siliceous and aluminous phases) and four types of accelerators (calc...
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2021
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oai:doaj.org-article:1aa3f45de1bf4814b20d16ab0b5cc34c2021-11-11T17:52:19ZMicrostructure of CEM II/B-S Pastes Modified with Set Accelerating Admixtures10.3390/ma142163001996-1944https://doaj.org/article/1aa3f45de1bf4814b20d16ab0b5cc34c2021-10-01T00:00:00Zhttps://www.mdpi.com/1996-1944/14/21/6300https://doaj.org/toc/1996-1944The presented paper aims to describe the influence of accelerating admixtures on the properties and microstructure of cement pastes and mortars. Blended slag cement CEM II/B-S containing two different clinkers (differing amounts of siliceous and aluminous phases) and four types of accelerators (calcium nitrate, sodium hydroxide, cement kiln dust, and crystal seeds) were used in research. Compressive strength tests (after 12, 24, 48 h of curing), Scanning Electron Microscope (SEM) observations together with an Energy Dispersive Spectroscopy (EDS) analysis, Mercury Intrusion Porosimetry (MIP) tests, and X-ray diffraction (XRD) analysis were conducted. Results have shown that SEM and EDS examination of the microstructure of cement pastes modified with accelerating admixtures at the observed points did not reveal differences that would be sufficient to explain the changes in compressive strength. Still, the increase in amorphous phase content indicates a faster hydration reaction rate for all pastes modified with accelerating admixture. It is backed up also by lower non-hydrated compounds content. All admixtures accelerate the hydration reaction of calcium silicate phases of cement, but only NaOH and cement kiln dust (CKD) influence the aluminate phase reaction rate. The pore volume is independent of the clinker type, while the pore size distribution is not.Jan PizońBeata Łaźniewska-PiekarczykMDPI AGarticlecementaccelerating admixturesconcretemicrostructureSEMTechnologyTElectrical engineering. Electronics. Nuclear engineeringTK1-9971Engineering (General). Civil engineering (General)TA1-2040MicroscopyQH201-278.5Descriptive and experimental mechanicsQC120-168.85ENMaterials, Vol 14, Iss 6300, p 6300 (2021) |
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cement accelerating admixtures concrete microstructure SEM 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 |
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cement accelerating admixtures concrete microstructure SEM 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 Jan Pizoń Beata Łaźniewska-Piekarczyk Microstructure of CEM II/B-S Pastes Modified with Set Accelerating Admixtures |
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The presented paper aims to describe the influence of accelerating admixtures on the properties and microstructure of cement pastes and mortars. Blended slag cement CEM II/B-S containing two different clinkers (differing amounts of siliceous and aluminous phases) and four types of accelerators (calcium nitrate, sodium hydroxide, cement kiln dust, and crystal seeds) were used in research. Compressive strength tests (after 12, 24, 48 h of curing), Scanning Electron Microscope (SEM) observations together with an Energy Dispersive Spectroscopy (EDS) analysis, Mercury Intrusion Porosimetry (MIP) tests, and X-ray diffraction (XRD) analysis were conducted. Results have shown that SEM and EDS examination of the microstructure of cement pastes modified with accelerating admixtures at the observed points did not reveal differences that would be sufficient to explain the changes in compressive strength. Still, the increase in amorphous phase content indicates a faster hydration reaction rate for all pastes modified with accelerating admixture. It is backed up also by lower non-hydrated compounds content. All admixtures accelerate the hydration reaction of calcium silicate phases of cement, but only NaOH and cement kiln dust (CKD) influence the aluminate phase reaction rate. The pore volume is independent of the clinker type, while the pore size distribution is not. |
format |
article |
author |
Jan Pizoń Beata Łaźniewska-Piekarczyk |
author_facet |
Jan Pizoń Beata Łaźniewska-Piekarczyk |
author_sort |
Jan Pizoń |
title |
Microstructure of CEM II/B-S Pastes Modified with Set Accelerating Admixtures |
title_short |
Microstructure of CEM II/B-S Pastes Modified with Set Accelerating Admixtures |
title_full |
Microstructure of CEM II/B-S Pastes Modified with Set Accelerating Admixtures |
title_fullStr |
Microstructure of CEM II/B-S Pastes Modified with Set Accelerating Admixtures |
title_full_unstemmed |
Microstructure of CEM II/B-S Pastes Modified with Set Accelerating Admixtures |
title_sort |
microstructure of cem ii/b-s pastes modified with set accelerating admixtures |
publisher |
MDPI AG |
publishDate |
2021 |
url |
https://doaj.org/article/1aa3f45de1bf4814b20d16ab0b5cc34c |
work_keys_str_mv |
AT janpizon microstructureofcemiibspastesmodifiedwithsetacceleratingadmixtures AT beatałazniewskapiekarczyk microstructureofcemiibspastesmodifiedwithsetacceleratingadmixtures |
_version_ |
1718431988373782528 |