An investigation of the compatibility of different approaches to self-healing concrete: The superabsorbent polymers and microbially inducedcalcite precipitation
Identifikátory výsledku
Kód výsledku v IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F19%3A00332858" target="_blank" >RIV/68407700:21110/19:00332858 - isvavai.cz</a>
Výsledek na webu
—
DOI - Digital Object Identifier
—
Alternativní jazyky
Jazyk výsledku
angličtina
Název v původním jazyce
An investigation of the compatibility of different approaches to self-healing concrete: The superabsorbent polymers and microbially inducedcalcite precipitation
Popis výsledku v původním jazyce
The concept of the self-healing concrete, thus an improvement of the durability of concrete structures, has become a widely investigated topic in recent decades.The aim of this study is to examine apossible combination of two existing approaches to the spontaneous crack-sealing –the biologically driven calcite precipitation and the addition of superabsorbent polymers (SAP) into the concrete matrix.Firstly, the paper compares the absorption rate of SAP in various solutions, including a nutrient-based solution which is used in the bio-concrete. The results showthat the ionic composition of the liquid influence theswelling capacity greatly. In this study, the absorption rate of SAP in thenutrient-based solution is as low as 6% of the rate in distilled water. Thus, this finding could indicate a possible drawback of the combination of the proposed self-healing approaches. Further, this paper determines the impact of the SAP addition to cement paste with different water/cement ratios. In this experiment, the SAP is applied in various dosages(1% and 0.5% by c. w.)and states (a dry state or a fully swollen state).The conducted flowability and mechanical properties tests indicatea profound, generally negative, impact of the SAP addition on the cement paste characteristics. The paper then discusses possible adjustments of the SAP-cement pastecompositionand comparesthe present results with previous studies.
Název v anglickém jazyce
An investigation of the compatibility of different approaches to self-healing concrete: The superabsorbent polymers and microbially inducedcalcite precipitation
Popis výsledku anglicky
The concept of the self-healing concrete, thus an improvement of the durability of concrete structures, has become a widely investigated topic in recent decades.The aim of this study is to examine apossible combination of two existing approaches to the spontaneous crack-sealing –the biologically driven calcite precipitation and the addition of superabsorbent polymers (SAP) into the concrete matrix.Firstly, the paper compares the absorption rate of SAP in various solutions, including a nutrient-based solution which is used in the bio-concrete. The results showthat the ionic composition of the liquid influence theswelling capacity greatly. In this study, the absorption rate of SAP in thenutrient-based solution is as low as 6% of the rate in distilled water. Thus, this finding could indicate a possible drawback of the combination of the proposed self-healing approaches. Further, this paper determines the impact of the SAP addition to cement paste with different water/cement ratios. In this experiment, the SAP is applied in various dosages(1% and 0.5% by c. w.)and states (a dry state or a fully swollen state).The conducted flowability and mechanical properties tests indicatea profound, generally negative, impact of the SAP addition on the cement paste characteristics. The paper then discusses possible adjustments of the SAP-cement pastecompositionand comparesthe present results with previous studies.
Klasifikace
Druh
D - Stať ve sborníku
CEP obor
—
OECD FORD obor
20102 - Construction engineering, Municipal and structural engineering
Návaznosti výsledku
Projekt
<a href="/cs/project/GA18-15697S" target="_blank" >GA18-15697S: Samohojení cementových kompozitů v důsledku bakteriální kalcifikace</a><br>
Návaznosti
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)
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 statě ve sborníku
Fibre Concrete 2019
ISBN
—
ISSN
1757-899X
e-ISSN
1757-899X
Počet stran výsledku
8
Strana od-do
—
Název nakladatele
IOP Publishing Ltd
Místo vydání
Bristol
Místo konání akce
Praha
Datum konání akce
17. 9. 2019
Typ akce podle státní příslušnosti
WRD - Celosvětová akce
Kód UT WoS článku
—