Mechanical Behavior of the Cement Mortar with High Amount of Municipal Solid Waste Incineration (MSWI) Bottom Ash as an Alternative Aggregate

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F14%3A00219410" target="_blank" >RIV/68407700:21110/14:00219410 - isvavai.cz</a>

Nalezeny alternativní kódy

RIV/68407700:21720/14:00219410

Výsledek na webu

<a href="http://dx.doi.org/10.4028/www.scientific.net/AMR.982.74" target="_blank" >http://dx.doi.org/10.4028/www.scientific.net/AMR.982.74</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.4028/www.scientific.net/AMR.982.74" target="_blank" >10.4028/www.scientific.net/AMR.982.74</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Mechanical Behavior of the Cement Mortar with High Amount of Municipal Solid Waste Incineration (MSWI) Bottom Ash as an Alternative Aggregate

Popis výsledku v původním jazyce

The aim of this study was to find out an application of the municipal waste incineration materials and try to use them as a replacement for the natural ones. MSWI (Municipal Solid Waste Incineration) bottom ash (BA) was used as partial/total replacementof siliceous sand in CEM II based mortar. Three size fractions of BA were used with respect to replace the siliceous sand in corresponding way. There were designed 5 mixtures with increasing replacement of siliceous sand by 25 % each. The water/cement ratio was decided to be taken according to the constant konsistence of the mortar. The bulk density, compressive strength and bending strength of the mortars were decreasing with growing content of BA.

Název v anglickém jazyce

Mechanical Behavior of the Cement Mortar with High Amount of Municipal Solid Waste Incineration (MSWI) Bottom Ash as an Alternative Aggregate

Popis výsledku anglicky

The aim of this study was to find out an application of the municipal waste incineration materials and try to use them as a replacement for the natural ones. MSWI (Municipal Solid Waste Incineration) bottom ash (BA) was used as partial/total replacementof siliceous sand in CEM II based mortar. Three size fractions of BA were used with respect to replace the siliceous sand in corresponding way. There were designed 5 mixtures with increasing replacement of siliceous sand by 25 % each. The water/cement ratio was decided to be taken according to the constant konsistence of the mortar. The bulk density, compressive strength and bending strength of the mortars were decreasing with growing content of BA.

Druh

D - Stať ve sborníku

CEP obor

JI - Kompositní materiály

OECD FORD obor

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Projekt

<a href="/cs/project/ED2.1.00%2F03.0091" target="_blank" >ED2.1.00/03.0091: Univerzitní centrum energeticky efektivních budov (UCEEB)</a><br>

Návaznosti

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

Rok uplatnění

2014

Kód důvěrnosti údajů

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

Název statě ve sborníku

Mechanical, Thermal and Hygric Properties of Buildings Materials

ISBN

978-3-03835-172-6

ISSN

1022-6680

e-ISSN

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Počet stran výsledku

5

Strana od-do

74-78

Název nakladatele

TRANS TECH PUBLICATIONS LTD

Místo vydání

ZURICH

Místo konání akce

Zahrádky

Datum konání akce

23. 7. 2014

Typ akce podle státní příslušnosti

EUR - Evropská akce

Kód UT WoS článku

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