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Predictive modeling of abrasion resistance of hydraulic concrete using supplementary cementitious materials
ID Ahmed, Afaq (Avtor), ID Mikoš, Matjaž (Avtor)

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Izvleček
Many hydraulic concrete structures are subjected to severe abrasion from sediment-laden flows, necessitating durable and sustainable material solutions. Conventional concrete, with its high cement content, contributes significantly to CO₂ emissions; thus, there is a growing trend of using fly ash and silica fume as eco-friendly Supplementary Cementitious Materials (SCMs) in concrete mixtures to partially replace cement, which not only reduces environmental impact but also enhances durability and strength. Despite this, there remains a lack of research on prediction of abrasion resistance of such concretes in hydraulic structures. To assess their durability, abrasion resistance was predicted through abrasion depth modeling, based solely on experimental abrasion test data obtained using standardized Underwater Method (ASTM C1138), ensuring relevance to field hydraulic conditions. A dataset of 241 test results reported in previous studies was collected and statistically analyzed. Various models were applied and compared to predict the abrasion depth of hydraulic concrete, with Extreme Gradient Boosting (XGB) achieving the highest accuracy (R2 = 0.93, RMSE = 0.415, MAE = 0.230, SI = 0.202). SCMs showed a weak correlation with abrasion depth (Pearson r < 0.4) and had limited influence on model performance, as confirmed by sensitivity analysis. This suggests that SCMs had only a slight positive impact on abrasion resistance, especially when compared to more influential variables such as testing time and concrete age. However, their inclusion contributes to CO2 reduction while having an almost neutral effect on abrasion resistance in hydraulic concrete. The developed predictive models provide: i) a cost-effective, data-driven approach to evaluating abrasion resistance in hydraulic concrete, ii) minimizing a need for extensive laboratory testing, and iii) supporting resilient, low-carbon hydraulic infrastructure and sustainable construction.

Jezik:Angleški jezik
Ključne besede:abrasion resistance, hydraulic concrete, predictive modeling, supplementary cementitious materials, silica fume, fly ash
Vrsta gradiva:Članek v reviji
Tipologija:1.01 - Izvirni znanstveni članek
Organizacija:FGG - Fakulteta za gradbeništvo in geodezijo
Status publikacije:Objavljeno
Različica publikacije:Objavljena publikacija
Leto izida:2025
Št. strani:25 str.
Številčenje:Vol. 23, art. e05346
PID:20.500.12556/RUL-180849 Povezava se odpre v novem oknu
UDK:69
ISSN pri članku:2214-5095
DOI:10.1016/j.cscm.2025.e05346 Povezava se odpre v novem oknu
COBISS.SI-ID:272069635 Povezava se odpre v novem oknu
Datum objave v RUL:18.03.2026
Število ogledov:177
Število prenosov:162
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Gradivo je del revije

Naslov:Case studies in construction materials
Založnik:Elevier
ISSN:2214-5095
COBISS.SI-ID:520377881 Povezava se odpre v novem oknu

Licence

Licenca:CC BY-NC-ND 4.0, Creative Commons Priznanje avtorstva-Nekomercialno-Brez predelav 4.0 Mednarodna
Povezava:http://creativecommons.org/licenses/by-nc-nd/4.0/deed.sl
Opis:Najbolj omejujoča licenca Creative Commons. Uporabniki lahko prenesejo in delijo delo v nekomercialne namene in ga ne smejo uporabiti za nobene druge namene.

Sekundarni jezik

Jezik:Slovenski jezik
Ključne besede:abrazijska odpornost, vodarski beton, napovedno modeliranje, nadomestni cementni materiali, žlindra, filterski pepel

Projekti

Financer:ARIS - Javna agencija za znanstvenoraziskovalno in inovacijsko dejavnost Republike Slovenije
Številka projekta:P2-0180
Naslov:Vodarstvo in geotehnika: orodja in metode za analize in simulacije procesov ter razvoj tehnologij

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