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Influence of increasing amount of recycled concrete powder on mechanical properties of cement paste

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F17%3A00313637" target="_blank" >RIV/68407700:21110/17:00313637 - isvavai.cz</a>

  • Result on the web

    <a href="http://iopscience.iop.org/article/10.1088/1757-899X/236/1/012094" target="_blank" >http://iopscience.iop.org/article/10.1088/1757-899X/236/1/012094</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.1088/1757-899X/236/1/012094" target="_blank" >10.1088/1757-899X/236/1/012094</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Influence of increasing amount of recycled concrete powder on mechanical properties of cement paste

  • Original language description

    This paper deals with using fine recycled concrete powder in cement composites as micro-filler and partial cement replacement. Binder properties of recycled concrete powder are given by exposed non-hydrated cement grains, which can hydrate again and in small amount replace cement or improve some mechanical properties. Concrete powder used in the experiments was obtained from old railway sleepers. Infrastructure offer more sources of old concrete and they can be recycled directly on building site and used again. Experimental part of this paper focuses on influence of increasing amount of concrete powder on mechanical properties of cement paste. Bulk density, shrinkage, dynamic Young's modulus, compression and flexural strength are observed during research. This will help to determine limiting amount of concrete powder when decrease of mechanical properties outweighs the benefits of cement replacement. The shrinkage, dynamic Young's modulus and flexural strength of samples with 20 to 30 wt. % of concrete powder are comparable with reference cement paste or even better. Negative effect of concrete powder mainly influenced the compression strength. Only a 10 % cement replacement reduced compression strength by about 25 % and further decrease was almost linear.

  • Czech name

  • Czech description

Classification

  • Type

    D - Article in proceedings

  • CEP classification

  • OECD FORD branch

    20101 - Civil engineering

Result continuities

  • Project

    Result was created during the realization of more than one project. More information in the Projects tab.

  • Continuities

    P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Others

  • Publication year

    2017

  • Confidentiality

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

Data specific for result type

  • Article name in the collection

    Building up Efficient and Sustainable Transport Infrastructure 2017 (BESTInfra2017)

  • ISBN

  • ISSN

    1757-8981

  • e-ISSN

    1757-899X

  • Number of pages

    7

  • Pages from-to

  • Publisher name

    IOP Publishing Ltd

  • Place of publication

    Bristol

  • Event location

    Praha

  • Event date

    Sep 20, 2017

  • Type of event by nationality

    WRD - Celosvětová akce

  • UT code for WoS article

    000417428700094