Strengthening effect of particle gradation on the mechanical properties of sand powder 3D printed rock analog
Sand powder 3D printing (SP-3DP) technology has garnered significant attention for its potential in fabricating rock analog, offering a cost-effective and versatile solution for various geological and engineering applications. However, the mechanical properties of SP-3DP specimens, particularly their strength and elastic modulus, often lag behind those of natural rocks. To address this discrepancy, a method for improving the mechanical properties of SP-3DP rock-like specimens through particle gradation is proposed. The effects of various particle sizes and gradations on the mechanical properties of these specimens were investigated through a series of mechanical tests, acoustic emission analysis, and scanning electron microscopy. The results indicate that: (1) the mechanical properties of SP-3DP specimens are significantly enhanced by optimal particle gradation; (2) the reinforcement mechanism of particle gradation for the mechanical properties of SP-3DP specimens is elucidated; and (3) the effectiveness and applicability of the optimized specimens are verified. This study significantly enhances the strength and elastic modulus of SP-3DP rock-like specimens, broadening the application scope of SP-3D printing technology in rock mechanics and materials science, and providing a foundation for more accurate simulation of rock behavior under complex geological conditions.
Authors
- Qingjia Niu
- Chunang Li
- Lishuai Jiang (ORCID: https://orcid.org/0000-0001-7908-3221)
- Atsushi Sainoki (ORCID: https://orcid.org/0000-0003-2754-4801)
- Zhe Zhang (ORCID: https://orcid.org/0000-0003-1299-4578)
- Xinzhe Wang (ORCID: https://orcid.org/0000-0002-5449-3408)
- Myeng Gil Gang
- Xiaohan Peng
Institutions
- Xi'an University of Science and Technology (CN)
- Hokkaido University (JP)
- China University of Mining and Technology (CN)
- Shandong University of Science and Technology (CN)
- Kumamoto University (JP)
Publication Details
- Journal
- Journal of Materials Research and Technology
- Published
- 2025-01-16
- DOI
- https://doi.org/10.1016/j.jmrt.2025.01.109
- Citations
- 6
- Primary Topic
- Innovations in Concrete and Construction Materials
- Type
- article
- Field-Weighted Citation Impact
- 6.04
Funders
- National Natural Science Foundation of China
- Natural Science Foundation of Shandong Province