The Influence of Mineral Powder Dosage on the Mechanical Properties and Microstructure of Self-Compacting Concrete
The dosage of mineral powder has a complex influence on the compressive strength of self-compacting concrete, among which the pore structure is a key determining factor. This study investigated the effects of different dosages of mineral powder (0%, 5%, 10%, 20%, and 30%) on the workability, mechanical properties, and pore distribution in C80 self-compacting concrete. The research results show that an appropriate dosage of mineral powder (0–20%) can significantly improve the spreadability and fluidity of C80 self-compacting concrete. This phenomenon is mainly attributed to the shape effect and micro-aggregate effect of mineral powder, which improve the fluidity of concrete, reduce the viscosity of the paste, and thereby increase the spreadability and gap-passing rate. By testing the BSD-PS1/2 series fully automatic specific surface area and pore size analyzer, we found that there are columnar pores and ink bottle-shaped pores in C80 self-compacting concrete, as well as a small amount of plate-like slit structures. Our observations with an SEM scanning electron microscope revealed that the width of micro-cracks and micro-holes is between 1 and 5 μm and the diameter is between 3 and 10 μm. These microstructures may have an impact on the mechanical properties of the structure. By applying fractal theory and low-temperature liquid nitrogen adsorption tests, this study revealed the relationship between the fractal characteristics of internal pores in C80 self-compacting concrete and the dosage of mineral powder. The results show that with the increase in mineral powder dosage, the fractal dimension first decreases and then increases, reflecting the change rule of the complexity of pore structure first decreasing and then increasing. When the dosage of mineral powder is about 20%, the compressive strength of SCC reaches the maximum value, and this dosage range should be considered in engineering design.
Authors
- Wenbo Deng (ORCID: https://orcid.org/0000-0002-8659-3251)
- Lihua He (ORCID: https://orcid.org/0000-0002-4804-9423)
- Guihong Xu (ORCID: https://orcid.org/0000-0002-9007-7161)
- Yi Hu (ORCID: https://orcid.org/0009-0009-5967-074X)
- Duan Li
Institutions
- Shanghai Tunnel Engineering Rail Transit Design & Research Institute (CN)
- Guizhou Institute of Technology (CN)
Publication Details
- Journal
- Journal of Composites Science
- Published
- 2025-05-23
- DOI
- https://doi.org/10.3390/jcs9060258
- Citations
- 2
- Primary Topic
- Concrete and Cement Materials Research
- Type
- article
- Field-Weighted Citation Impact
- 1.91