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Suitability of Recycled Concrete Aggregates from Precast Panel Buildings Deconstructed at Expired Lifespan for Structural Use

Identifikátory výsledku

  • Kód výsledku v IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F19%3APU134462" target="_blank" >RIV/00216305:26110/19:PU134462 - isvavai.cz</a>

  • Výsledek na webu

    <a href="https://www.sciencedirect.com/science/article/pii/S0959652619344634" target="_blank" >https://www.sciencedirect.com/science/article/pii/S0959652619344634</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.1016/j.jclepro.2019.119593" target="_blank" >10.1016/j.jclepro.2019.119593</a>

Alternativní jazyky

  • Jazyk výsledku

    angličtina

  • Název v původním jazyce

    Suitability of Recycled Concrete Aggregates from Precast Panel Buildings Deconstructed at Expired Lifespan for Structural Use

  • Popis výsledku v původním jazyce

    This paper presents experimental research conducted to verify the suitability of a specific type of recycled aggregate concrete (RAC) for structural use. The recycled concrete aggregates (RCA) used in the RAC mixtures considered here were obtained from precast panels taken from high-rise buildings, which are typical residential structures in former Eastern Bloc countries of the European continent. Precast panels from these buildings are often considered to be unsuitable sources for structural RAC mainly on account of their poor material base and the low-skilled construction workforce and questionable quality control involved in their production. The scope of testing was determined according to guidelines stated in the EN 206-1 standard. During the execution of the tests, the following characteristics were determined for the RCA: particle size distribution; amount of fine particles; particle density; water absorption; shape index and Los Angeles abrasion resistance. Afterwards, RAC specimens were prepared on the basis of recipes developed in accordance with the EN 12390 standard, and underwent tests which evaluated the following properties: slump; air content; fresh concrete density; compressive strength; flexural strength; hardened concrete density and water absorption. The gained test results show the technical suitability of the tested RCA sources for producing medium strength structural RAC. The obtained RCA water absorption values are relatively high compared to natural aggregate (NA), and the 28-day strengths exhibited by most of the RAC specimens are one class lower than the target values. In spite of these deficiencies, the tested RCA still can be classified as suitable for medium strength structural RAC provided that these predispositions are taken into account during recipe design. The necessity to test the properties of RCA, as soon as its source is taken into consideration, reduces possibilities for general conclusions. Nevertheless, the paper provides co

  • Název v anglickém jazyce

    Suitability of Recycled Concrete Aggregates from Precast Panel Buildings Deconstructed at Expired Lifespan for Structural Use

  • Popis výsledku anglicky

    This paper presents experimental research conducted to verify the suitability of a specific type of recycled aggregate concrete (RAC) for structural use. The recycled concrete aggregates (RCA) used in the RAC mixtures considered here were obtained from precast panels taken from high-rise buildings, which are typical residential structures in former Eastern Bloc countries of the European continent. Precast panels from these buildings are often considered to be unsuitable sources for structural RAC mainly on account of their poor material base and the low-skilled construction workforce and questionable quality control involved in their production. The scope of testing was determined according to guidelines stated in the EN 206-1 standard. During the execution of the tests, the following characteristics were determined for the RCA: particle size distribution; amount of fine particles; particle density; water absorption; shape index and Los Angeles abrasion resistance. Afterwards, RAC specimens were prepared on the basis of recipes developed in accordance with the EN 12390 standard, and underwent tests which evaluated the following properties: slump; air content; fresh concrete density; compressive strength; flexural strength; hardened concrete density and water absorption. The gained test results show the technical suitability of the tested RCA sources for producing medium strength structural RAC. The obtained RCA water absorption values are relatively high compared to natural aggregate (NA), and the 28-day strengths exhibited by most of the RAC specimens are one class lower than the target values. In spite of these deficiencies, the tested RCA still can be classified as suitable for medium strength structural RAC provided that these predispositions are taken into account during recipe design. The necessity to test the properties of RCA, as soon as its source is taken into consideration, reduces possibilities for general conclusions. Nevertheless, the paper provides co

Klasifikace

  • Druh

    J<sub>imp</sub> - Článek v periodiku v databázi Web of Science

  • CEP obor

  • OECD FORD obor

    20501 - Materials engineering

Návaznosti výsledku

  • Projekt

  • Návaznosti

    S - Specificky vyzkum na vysokych skolach

Ostatní

  • Rok uplatnění

    2019

  • Kód důvěrnosti údajů

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

Údaje specifické pro druh výsledku

  • Název periodika

    Journal of Cleaner Production

  • ISSN

    0959-6526

  • e-ISSN

    1879-1786

  • Svazek periodika

    neuveden

  • Číslo periodika v rámci svazku

    247

  • Stát vydavatele periodika

    US - Spojené státy americké

  • Počet stran výsledku

    12

  • Strana od-do

    1-12

  • Kód UT WoS článku

    000505696700113

  • EID výsledku v databázi Scopus

    2-s2.0-85076282380