Silica-based geopolymer spherical beads: Influence of viscosity on porosity architecture
Identifikátory výsledku
Kód výsledku v IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F49777513%3A23640%2F21%3A43962778" target="_blank" >RIV/49777513:23640/21:43962778 - isvavai.cz</a>
Výsledek na webu
<a href="https://doi.org/10.1016/j.cemconcomp.2021.104261" target="_blank" >https://doi.org/10.1016/j.cemconcomp.2021.104261</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1016/j.cemconcomp.2021.104261" target="_blank" >10.1016/j.cemconcomp.2021.104261</a>
Alternativní jazyky
Jazyk výsledku
angličtina
Název v původním jazyce
Silica-based geopolymer spherical beads: Influence of viscosity on porosity architecture
Popis výsledku v původním jazyce
The facile synthesis of hierarchically porous spherical geopolymer beads via pipetting and low-temperature foaming is reported here. The potassium silica solution and metakaolin-slag-based slurries were modified by amorphous fumed silica in order to regulate the SiO2–Al2O3 ratio and to form a porous structure through chemical foaming technique under alkaline conditions. The addition of fumed silica into 0.01 M KOH resulted incontinuous dissolution with bimodal particle size distribution in the range between 158 nm and 3.8 μm. The prepared geopolymer slurries exhibited a shear thinning behavior where the flow properties were intensely affected by the fumed silica concentration. The viscosity of geopolymer slurries was in the range of 0.03–1.6 Pa s at a shear rate of 100 s? 1 which strongly influences the formation of the inner porosity and wall thickness. The increased viscosity of the slurries leads to the formation of internally connected struts and spherical-shaped beads with a smoother surface. Silica-based geopolymer matrices exhibited a predominantly amorphous phase of ~90%. The mechanical strengths of spherical geopolymer beads were evaluated by the means of crushing resistance which reached up to 1.982 N/mm2 at internal porosity of 60 vol%. Moreover, X-ray micro-computed tomography (micro-CT) revealed heterogeneous porous architecture in the range of 60–75 vol% with an internal porosity and the presence of combined isolated and interconnected pores between 50 and 500 μm. Thus, this study systematically investigates the influence of viscosity on the porosity, morphology and mechanical strength of silica-based geopolymer beads.
Název v anglickém jazyce
Silica-based geopolymer spherical beads: Influence of viscosity on porosity architecture
Popis výsledku anglicky
The facile synthesis of hierarchically porous spherical geopolymer beads via pipetting and low-temperature foaming is reported here. The potassium silica solution and metakaolin-slag-based slurries were modified by amorphous fumed silica in order to regulate the SiO2–Al2O3 ratio and to form a porous structure through chemical foaming technique under alkaline conditions. The addition of fumed silica into 0.01 M KOH resulted incontinuous dissolution with bimodal particle size distribution in the range between 158 nm and 3.8 μm. The prepared geopolymer slurries exhibited a shear thinning behavior where the flow properties were intensely affected by the fumed silica concentration. The viscosity of geopolymer slurries was in the range of 0.03–1.6 Pa s at a shear rate of 100 s? 1 which strongly influences the formation of the inner porosity and wall thickness. The increased viscosity of the slurries leads to the formation of internally connected struts and spherical-shaped beads with a smoother surface. Silica-based geopolymer matrices exhibited a predominantly amorphous phase of ~90%. The mechanical strengths of spherical geopolymer beads were evaluated by the means of crushing resistance which reached up to 1.982 N/mm2 at internal porosity of 60 vol%. Moreover, X-ray micro-computed tomography (micro-CT) revealed heterogeneous porous architecture in the range of 60–75 vol% with an internal porosity and the presence of combined isolated and interconnected pores between 50 and 500 μm. Thus, this study systematically investigates the influence of viscosity on the porosity, morphology and mechanical strength of silica-based geopolymer beads.
Klasifikace
Druh
J<sub>imp</sub> - Článek v periodiku v databázi Web of Science
CEP obor
—
OECD FORD obor
20504 - Ceramics
Návaznosti výsledku
Projekt
—
Návaznosti
S - Specificky vyzkum na vysokych skolach
Ostatní
Rok uplatnění
2021
Kód důvěrnosti údajů
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Údaje specifické pro druh výsledku
Název periodika
CEMENT & CONCRETE COMPOSITES
ISSN
0958-9465
e-ISSN
—
Svazek periodika
124
Číslo periodika v rámci svazku
NOV 2021
Stát vydavatele periodika
GB - Spojené království Velké Británie a Severního Irska
Počet stran výsledku
11
Strana od-do
—
Kód UT WoS článku
000703656800002
EID výsledku v databázi Scopus
2-s2.0-85115385205