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Low heat concrete with ground granulated blast furnace slag

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F20%3A00342127" target="_blank" >RIV/68407700:21110/20:00342127 - isvavai.cz</a>

  • Result on the web

    <a href="https://doi.org/10.1088/1757-899X/896/1/012098" target="_blank" >https://doi.org/10.1088/1757-899X/896/1/012098</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.1088/1757-899X/896/1/012098" target="_blank" >10.1088/1757-899X/896/1/012098</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Low heat concrete with ground granulated blast furnace slag

  • Original language description

    The subject of the research is a concrete with partial replacement of cement with an increased amount of ground granulated blast furnace slag to reduce heat release of concrete for the structures of the Akkuyu Nuclear Power Plant (Iskenderun, Turkey). The concrete was tested for heat release, compressive strength and shrinkage. Several mixes with partial replacement of cement by the slag from "Iskenderun Demir ve Çelik A.Ş." were used for testing. The heat release is reduced by up to 50 % and the loss of strength is not more than 36 %. This is the result of an increase in the slag content in the mixed binder (cement + slag) and a decrease in the cement content. The optimal slag content in the mixed binder is 25 %. There is an increase in concrete strength by 3-4 % and a decrease in heat release by 13 % compared to the cement binder. All tested concrete mixtures with the cement replacement by the slag have a decrease of the heat release, which is greater than a decrease in the concrete strength. The cement replacement by the slag leads to an increase in autogenous shrinkage. If the binder contains 50 % of the slag, the highest value of the autogenic shrinkage is observed. This value is approximately twice greater than the shrinkage of concrete with the cement binder. If the binder contains 75 % of the slag, the shrinkage is less. The replacement of the cement content by the slag is recommended to reduce the heat release of concrete, in order to increase its thermal crack resistance.

  • Czech name

  • Czech description

Classification

  • Type

    D - Article in proceedings

  • CEP classification

  • OECD FORD branch

    20101 - Civil engineering

Result continuities

  • Project

  • Continuities

    I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace

Others

  • Publication year

    2020

  • Confidentiality

    S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Data specific for result type

  • Article name in the collection

    International Conference on Materials Physics, Building Structures and Technologies in Construction, Industrial and Production Engineering (MPCPE 2020)

  • ISBN

  • ISSN

    1757-899X

  • e-ISSN

    1757-899X

  • Number of pages

    9

  • Pages from-to

  • Publisher name

    IOP Publishing Ltd

  • Place of publication

    Bristol

  • Event location

    Vladimir

  • Event date

    Apr 27, 2020

  • Type of event by nationality

    WRD - Celosvětová akce

  • UT code for WoS article