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

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Abstract
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.

Language:English
Keywords:abrasion resistance, hydraulic concrete, predictive modeling, supplementary cementitious materials, silica fume, fly ash
Work type:Article
Typology:1.01 - Original Scientific Article
Organization:FGG - Faculty of Civil and Geodetic Engineering
Publication status:Published
Publication version:Version of Record
Year:2025
Number of pages:25 str.
Numbering:Vol. 23, art. e05346
PID:20.500.12556/RUL-180849 This link opens in a new window
UDC:69
ISSN on article:2214-5095
DOI:10.1016/j.cscm.2025.e05346 This link opens in a new window
COBISS.SI-ID:272069635 This link opens in a new window
Publication date in RUL:18.03.2026
Views:370
Downloads:320
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Record is a part of a journal

Title:Case studies in construction materials
Publisher:Elevier
ISSN:2214-5095
COBISS.SI-ID:520377881 This link opens in a new window

Licences

License:CC BY-NC-ND 4.0, Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International
Link:http://creativecommons.org/licenses/by-nc-nd/4.0/
Description:The most restrictive Creative Commons license. This only allows people to download and share the work for no commercial gain and for no other purposes.

Secondary language

Language:Slovenian
Keywords:abrazijska odpornost, vodarski beton, napovedno modeliranje, nadomestni cementni materiali, žlindra, filterski pepel

Projects

Funder:ARIS - Slovenian Research and Innovation Agency
Project number:P2-0180
Name:Vodarstvo in geotehnika: orodja in metode za analize in simulacije procesov ter razvoj tehnologij

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