Pregled bibliografske jedinice broj: 1124491
The Effect of Crystalline Waterproofing Admixtures on the Self-Healing and Permeability of Concrete
The Effect of Crystalline Waterproofing Admixtures on the Self-Healing and Permeability of Concrete // Materials, 14 (2021), 1860; 1-14 doi:10.3390/ma14081860 (međunarodna recenzija, članak, znanstveni)
CROSBI ID: 1124491 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
The Effect of Crystalline Waterproofing
Admixtures on the Self-Healing and
Permeability of Concrete
(The Effect of Crystalline Waterproofing Admixtures
on the Self-Healing and Permeability of Concrete)
Autori
Gojević, Anita ; Ducman, Vilma ; Netinger Grubeša, Ivanka ; Baričević, Ana ; Banjad Pečur, Ivana
Izvornik
Materials (1996-1944) 14
(2021), 1860;
1-14
Vrsta, podvrsta i kategorija rada
Radovi u časopisima, članak, znanstveni
Ključne riječi
concrete ; crystalline admixture ; self-healing ; permeability ; compressive strength ; SEM ; EDS ; XRD ; FTIR
Sažetak
This paper investigates the effectiveness of a specific crystalline waterproofing admixture (CWA) in concrete as a function of a water– binder ratio. Four concrete mixes with and without CWA were prepared ; two of them with a water–binder ratio of 0.45 and two of them with a water– binder ratio of 0.55. Water permeability and compressive strength were tested on hardened concrete specimens and self- healing of cracks over time was observed. Cement paste and CWA paste were prepared to clarify the results obtained on the concrete specimens. SEM and EDS and XRD and FTIR were performed on the hardened pastes to explain the mechanism of CWA working. The results show that the addition of CWA had no significant effect on the compressive strength of the concrete, but reduced the water penetration depth in the concrete, and the reduction was more effective for mixes with lower water–binder ratio. Regarding the self-healing effect, it can be concluded that the addition of CWA improves the crack healing in concrete, but the efficiency of self-healing is highly dependent on the initial crack width. The mechanisms involved in the reduction of water penetration depth and crack healing in concrete can be explained by different mechanisms ; one is creation of the CSH gel from unreacted clinker grains, then formation carbonate, and additional mechanism is gel formation (highly expansive Mg-rich hydro-carbonate) from magnesium based additives. The presence of sodium silicate, which would transform into carbonate/bicarbonate, also cannot be excluded.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo, Temeljne tehničke znanosti
POVEZANOST RADA
Ustanove:
Građevinski fakultet, Zagreb,
Građevinski i arhitektonski fakultet Osijek
Profili:
Ivana Banjad Pečur
(autor)
Anita Gojević
(autor)
Ana Baričević
(autor)
Ivanka Netinger
(autor)
Citiraj ovu publikaciju:
Časopis indeksira:
- Current Contents Connect (CCC)
- Web of Science Core Collection (WoSCC)
- Science Citation Index Expanded (SCI-EXP)
- SCI-EXP, SSCI i/ili A&HCI
- Scopus
Uključenost u ostale bibliografske baze podataka::
- EBSCO
- DOAJ
- CABI
- ProQuest