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Microstructure and mechanical properties of accelerated sprayed concrete

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Abstract

Considering the different hydration processes of concrete without accelerator, sprayed concrete with low-alkali accelerator not only presents short setting times and high early-age mechanical properties but also yields different hydration products. This study presents an analysis of the mechanical properties of concrete with and without accelerator and sprayed concrete with three water–binder (w/b) ratios and four dosages of fly ash (FA) after different curing ages. It also examines the setting time, mineral composition, thermogravimetric–differential scanning calorimetry curves and microscopic images of cement pastes with different accelerator amounts. Furthermore, the setting time and microstructure of accelerated sprayed concrete with different w/b ratios and FA contents are examined. Results show that the retarded action of gypsum disappears in the accelerated cement–accelerator–water system. C3A is quickly hydrated to form calcium aluminate hydrate (CAH) crystals, and a mesh structure is formed by ettringite, albite and CAH. A large amount of hydration heat improves the hydration rate of the cement clinker mineral and the resulting density, thereby improving mechanical properties at early curing ages. The setting times of the pastes increase with increasing w/b ratio and FA dosage. Thus, the hydration level, microstructure and morphology of the hydration products also change. Models of mechanical properties as functions of w/b, FA and curing age, as well as the relationship between compressive strength and splitting tensile strength, are established.

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Acknowledgments

This research project was financially supported by National Natural Science Foundation of China (No. 51278403), and the Program for Changjiang Scholars and Innovative Research Team in University (IRT 13089).

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Correspondence to Jiabin Wang.

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Wang, J., Niu, D. & Zhang, Y. Microstructure and mechanical properties of accelerated sprayed concrete. Mater Struct 49, 1469–1484 (2016). https://doi.org/10.1617/s11527-015-0589-3

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  • DOI: https://doi.org/10.1617/s11527-015-0589-3

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