Abstract
In this study, to address the challenge of balancing the mechanical properties of traditional ECC with sustainability, the effects of substituting part of cement with ultrafine fly ash (UFA) and ultrafine ground granulated blast furnace slag (UGGBS) on the mechanical properties of ECC were investigated, and the differences in the roles of UFA and UGGBS were compared and analysed. The results showed that compared with UFA, UGGBS significantly improved the compressive strength and tensile strain of ECC, with a compressive strength of 92 MPa (73% higher than UFA-ECC), an ultimate tensile strain of 8.87% (4 times higher than UFA-ECC), and the formation of a finer multi-crack network. The rheological results showed that UGGBS improved the flowability by reducing the yield stress and plastic viscosity of the paste due to finer particles. In addition, ECC-UG had a higher PSH index, indicating superior toughness and crack saturation.
Keywords
engineered cementitious composites (ECC), tensile properties
Date of Version
2025
DOI
10.5703/1288284318206
Recommended Citation
Yan, Lisha; Guo, Xiangyu; Jiang, Weike; Xing, Zhenzhu; Li, Qinfei; Hou, Pengkun; and Wang, Chonghui, "Effect of Ultrafine Mineral Admixtures on Mechanical Properties of Engineered Cementitious Composites" (2025). International Conference on Durability of Concrete Structures. 13.
https://docs.lib.purdue.edu/icdcs/2025/act/13
Effect of Ultrafine Mineral Admixtures on Mechanical Properties of Engineered Cementitious Composites
In this study, to address the challenge of balancing the mechanical properties of traditional ECC with sustainability, the effects of substituting part of cement with ultrafine fly ash (UFA) and ultrafine ground granulated blast furnace slag (UGGBS) on the mechanical properties of ECC were investigated, and the differences in the roles of UFA and UGGBS were compared and analysed. The results showed that compared with UFA, UGGBS significantly improved the compressive strength and tensile strain of ECC, with a compressive strength of 92 MPa (73% higher than UFA-ECC), an ultimate tensile strain of 8.87% (4 times higher than UFA-ECC), and the formation of a finer multi-crack network. The rheological results showed that UGGBS improved the flowability by reducing the yield stress and plastic viscosity of the paste due to finer particles. In addition, ECC-UG had a higher PSH index, indicating superior toughness and crack saturation.




