Quantification of microstructural changes in limestone cement paste stored in sulfate environment at low temperature
Identifikátory výsledku
Kód výsledku v IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68378297%3A_____%2F20%3A00532112" target="_blank" >RIV/68378297:_____/20:00532112 - isvavai.cz</a>
Výsledek na webu
<a href="https://doi.org/10.4028/www.scientific.net/SSP.309.3" target="_blank" >https://doi.org/10.4028/www.scientific.net/SSP.309.3</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.4028/www.scientific.net/SSP.309.3" target="_blank" >10.4028/www.scientific.net/SSP.309.3</a>
Alternativní jazyky
Jazyk výsledku
angličtina
Název v původním jazyce
Quantification of microstructural changes in limestone cement paste stored in sulfate environment at low temperature
Popis výsledku v původním jazyce
Portland-limestone cement paste specimens were stored in magnesium sulfate solution at 5°C for 6 months, the occurring microstructural changes have been monitored on a monthly basis. Extent of deterioration was quantitatively assessed with different techniques. The X-ray microcomputed tomography was employed to describe non-invasively the pore structure and extend of deterioration. X-ray powder diffraction and infrared spectroscopy were used to characterize the phase changes occurred in the course of the sulfate attack. Compressive strength tests reflected the effect of the process on mechanical performance. The results indicate the rapid degradation of the system, owing, mainly, to crack formation, expansion, and finally loss of cohesion between the deteriorated parts of the specimens and the sound cement matrix, as a consequence of the formation of new phases. The progress of an irregular deterioration front was observed. The presence of complex phases (thaumasite, ettringite) was proved, however, the deteriorated parts of the specimens mostly consisted of gypsum.
Název v anglickém jazyce
Quantification of microstructural changes in limestone cement paste stored in sulfate environment at low temperature
Popis výsledku anglicky
Portland-limestone cement paste specimens were stored in magnesium sulfate solution at 5°C for 6 months, the occurring microstructural changes have been monitored on a monthly basis. Extent of deterioration was quantitatively assessed with different techniques. The X-ray microcomputed tomography was employed to describe non-invasively the pore structure and extend of deterioration. X-ray powder diffraction and infrared spectroscopy were used to characterize the phase changes occurred in the course of the sulfate attack. Compressive strength tests reflected the effect of the process on mechanical performance. The results indicate the rapid degradation of the system, owing, mainly, to crack formation, expansion, and finally loss of cohesion between the deteriorated parts of the specimens and the sound cement matrix, as a consequence of the formation of new phases. The progress of an irregular deterioration front was observed. The presence of complex phases (thaumasite, ettringite) was proved, however, the deteriorated parts of the specimens mostly consisted of gypsum.
Klasifikace
Druh
D - Stať ve sborníku
CEP obor
—
OECD FORD obor
20501 - Materials engineering
Návaznosti výsledku
Projekt
<a href="/cs/project/GJ18-26056Y" target="_blank" >GJ18-26056Y: Experimentální kvantifikace a modelování degradace směsných cementových past s příměsí vápence vlivem síranové koroze za vzniku thaumasitu</a><br>
Návaznosti
I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace
Ostatní
Rok uplatnění
2020
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
Solid State Phenomena
ISBN
978-303571668-9
ISSN
1012-0394
e-ISSN
1662-9779
Počet stran výsledku
5
Strana od-do
3-7
Název nakladatele
Trans Tech Publications
Místo vydání
Baech
Místo konání akce
Hradec Králové
Datum konání akce
20. 11. 2019
Typ akce podle státní příslušnosti
EUR - Evropská akce
Kód UT WoS článku
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