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This study investigates the properties of steel fiber reinforced high-performance concrete using full aeolian sand (FA-HPFRC) to enhance its mechanical properties and reduce shrinkage cracking. The modified Andreasen & Andersen model was utilized for mix design, optimizing the proportions of aeolian sand, cement, fly ash, and silica fume, along with water binder ratio and superplasticizer content. Results indicate that the incorporation of steel fibers significantly improves the cracking resistance and over

Author

Mourad Hadjoudja

Language

EN