Influence of Nano-CaCO<sub>3</sub> on the Strength and Fatigue Behavior of Concrete with 30% or 50% Recycled Coarse Aggregates
Author:
Affiliation:
1. School of Architecture and Civil Engineering, Xi’an University of Science and Technology, Xi’an 710054, China.
Publisher
Japan Concrete Institute
Link
https://www.jstage.jst.go.jp/article/jact/22/5/22_279/_pdf
Reference36 articles.
1. 1) Chen, H. M. and Bai J. L., (2021). “Seismic performance evaluation of buckling-restrained braced RC frames considering stiffness and strength requirements and low-cycle fatigue behaviors.” Engineering Structures, 239, 112359.
2. 2) Diao, M. S., Ren, Q. H., Su X. J., Zhao, Y. W. and Wei, C. P., (2022). “Mechanical properties of nano-CaCO3 and basalt fiber reinforced concrete: experiments and numerical simulations.” Journal of Wuhan University of Technology - Materials Science Edition, 37(5), 922-932.
3. 3) Feng, H., Lv, L. J., Pang, Y. Y., Wang, Z. Y., Gao, D. Y. and Zhang, Z., (2020). “Experimental study on the effects of the fiber and nano-Fe2O3 on the properties of the magnesium potassium phosphate cement composites.” Journal of Materials Research and Technology, 9, 14307-14320.
4. 4) Gao, C., Huang, L., Yan, L. B., Jin, R. Y. and Chen, H. Z., (2020). “Mechanical properties of recycled aggregate concrete modified by nano-particles.” Construction and Building Materials, 241, 118030.
5. 5) Gao, S., Li, Q. Y. and Luo, J. L., (2021). “Fractal characteristic of recycled aggregate and its influence on physical property of recycled aggregate concrete.” Reviews on Advanced Materials Science, 60, 663-677.
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