INFLUENCE OF FILLERS ON THE HYDRATION OF TERNARY BINDER
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F24%3A00383380" target="_blank" >RIV/68407700:21110/24:00383380 - isvavai.cz</a>
Result on the web
<a href="https://doi.org/10.5593/sgem2024v/6.2/s25.26" target="_blank" >https://doi.org/10.5593/sgem2024v/6.2/s25.26</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.5593/sgem2024v/6.2/s25.26" target="_blank" >10.5593/sgem2024v/6.2/s25.26</a>
Alternative languages
Result language
angličtina
Original language name
INFLUENCE OF FILLERS ON THE HYDRATION OF TERNARY BINDER
Original language description
While the interaction between the cement-based binders and different types of fillers is described sufficiently, the behaviour of composites, containing gypsum and any type of filler was studied less frequently and studies focused on the interaction between the composite binder and filler are rare. We studied ternary binder composed from gypsum, lime and silica fume in combination with several types of fillers (sand, expanded perlite, expanded clay and waste polyurethane). The strength of the composites was measured in 7 and 28 days. While in the pure gypsum the maximal strength is achieved very quickly (in hours), in the ternary materials it increased between the 7 and 28 days at about 10 to 20%, because the pozzolanic reaction is slower than hydration of pure gypsum and the type of the used filler influences the hydration as well. Composites with sand and expanded clay achieved the compressive strength over 10 MPa (15.9 and 12.7 respectively), the strength of material with expanded perlite was 8.3 MPa and material with waste polyurethane achieved about 3.6 MPa. The images obtained by electron microscopy showed the different structure of hardened materials and different shape of gypsum crystals in materials with different types of filler. The environmental impact of the material with the waste polyurethane was lowest from all tested materials, while its properties allowed it to be used for less demanding purposes.
Czech name
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Czech description
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Classification
Type
D - Article in proceedings
CEP classification
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OECD FORD branch
20501 - Materials engineering
Result continuities
Project
<a href="/en/project/GA23-06157S" target="_blank" >GA23-06157S: Impact of C3A on the early strength of cement</a><br>
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)
Others
Publication year
2024
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
Proceedings of 24th International Multidisciplinary Scientific GeoConference SGEM 2024
ISBN
978-619-7603-78-1
ISSN
1314-2704
e-ISSN
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Number of pages
8
Pages from-to
207-214
Publisher name
International Multidisciplinary Scientific GeoConference SGEM
Place of publication
Sofia
Event location
Vídeň
Event date
Nov 27, 2024
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
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