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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

  • Czech description

Classification

  • Type

    D - Article in proceedings

  • CEP classification

  • 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

  • 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