Development of prediction model of steel fiber-reinforced concrete compressive strength using random forest algorithm combined with hyperparameter tuning and k-fold cross-validation

Because of the incorporation of discontinuous fibers, steel fiber-reinforced concrete (SFRC) outperforms regular concrete. However, due to its complexity and limited available data, the development of SFRC strength prediction techniques is still in its infancy when compared to that of standard concr...

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Autores principales: Nadia Moneem Al-Abdaly, Salwa R. Al-Taai, Hamza Imran, Majed Ibrahim
Formato: article
Lenguaje:EN
RU
UK
Publicado: PC Technology Center 2021
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Acceso en línea:https://doaj.org/article/c86932b3e07e4101964d6561d32e895a
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