Technical Papers
Sep 17, 2021

Influence of Particle Internal Pores on Hydration Kinetics and Microstructure Development in Tricalcium Silicate Hydration

Publication: Journal of Materials in Civil Engineering
Volume 33, Issue 12

Abstract

The accurate reconstruction of the morphologic organization of reactants would be a crucial aspect in understanding tricalcium silicate (C3S) hydration. However, C3S particles are generally regarded as nonporous solids for simplification in most simulation models. This study aimed to analyze the influence of particle internal pores (PIPs) on hydration kinetics and microstructure development in C3S hydration. The CEMHYD3D model was modified to generate the C3S particles with pores, and its algorithm was accordingly updated. The cases of C3S hydration with various internal pore size distributions (IPSDs) and particle porosities (PPs) were simulated using the modified model. The results indicated that (1) the integral absolute errors for the hydration heat obtained from the simulation considering PIPs decreased by 53.3%, compared with that without considering PIPs; (2) the hydration heat difference between the IPSD categories D and E at 50 h was only 0.5  kJ·kg1 which accounted for 0.14% of the hydration heat obtained with the IPSD Category E; and (3) for a fixed PP, the dissolution of the C3S particle with more small-sized PIPs would be more isotropic than that with less small-sized PIPs.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

The financial support of the National Natural Science Foundation of China (Grant No. 51879092) is gratefully acknowledged. The support of the Fundamental Research Funds for Central Universities (Grant No. 2019B52814) is also gratefully acknowledged. This work is also sponsored by the Qing Lan Project of Jiangsu Province.

References

Bensted, J., and P. Barnes. 2002. Structure and performance of cements. London: Spon Press.
Bentz, D. P. 1997. “Three-dimensional computer simulation of portland cement hydration and microstructure development.” J. Am. Ceram. Soc. 80 (1): 3–21. https://doi.org/10.1111/j.1151-2916.1997.tb02785.x.
Bentz, D. P. 2005. CEMHYD3D: A three-dimensional cement hydration and microstructure development modeling package. Version 3.0. Gaithersburg, MD: National Institute of Standards and Technology.
Bentz, D. P., E. J. Garboczi, C. J. Haecker, and O. M. Jensen. 1999. “Effects of cement particle size distribution on performance properties of portland cement-based materials.” Cem. Concr. Res. 29 (10): 1663–1671. https://doi.org/10.1016/S0008-8846(99)00163-5.
Bishnoi, S. 2008. “Vector modelling of hydration cement microstructure and kinetics.” Ph.D. thesis, Laboratory of Construction Materials, Swiss Federal Institute of Technology.
Breugel, K. V. 1991. “Simulation of hydration and formation of structure in hardening cement-based materials.” Ph.D. thesis, Dept. of Civil Engineering and Geosciences, Dept. of Civil Engineering and Geosciences, Delft Univ. of Technology.
Bullard, J. W. 2008. “A determination of hydration mechanisms for tricalcium silicate using a kinetic cellular automaton model.” J. Am. Ceram. Soc. 91 (7): 2088–2097. https://doi.org/10.1111/j.1551-2916.2008.02419.x.
Chen, B., W. Lin, X. Liu, F. Iacoviello, P. Shearing, and I. Robinson. 2019. “Pore structure development during hydration of tricalcium silicate by X-ray nano-imaging in three dimensions.” Constr. Build. Mater. 200 (Mar): 318–323. https://doi.org/10.1016/j.conbuildmat.2018.12.120.
Fernandez, M. M. C. 2008. “Effect of particle size on the hydration kinetics and microstructural development of tricalcium silicate.” Ph.D. thesis, Dept. of Architecture, Civil and Environmental Engineering, Swiss Federal Institute of Technology.
Joseph, S., S. Bishnoi, K. Van Balen, and Ö. Cizer. 2018. “Effect of the densification of C-S-H.” J. Am. Ceram. Soc. 101 (6): 2438–2449. https://doi.org/10.1111/jace.15390.
Kaminskas, R., and R. Kubiliūtė. 2010. “The effect of coal ash on synthesis and properties of tricalcium silicate.” Mater. Sci. 16 (3): 236–241.
Lee, B. Y., and K. E. Kurtis. 2010. “Influence of TiO2 nanoparticles on early C3S hydration.” J. Am. Ceram. Soc. 93 (10): 3399–3405. https://doi.org/10.1111/j.1551-2916.2010.03868.x.
Liu, C., R. Huang, Y. Zhang, Z. Liu, and M. Zhang. 2018a. “Modelling of irregular-shaped cement particles and microstructural development of portland cement.” Constr. Build. Mater. 168 (Apr): 362–378. https://doi.org/10.1016/j.conbuildmat.2018.02.142.
Liu, C., G. Liu, Z. Liu, L. Yang, M. Zhang, and Y. Zhang. 2018b. “Numerical simulation of the effect of cement particle shapes on capillary pore structures in hardened cement pastes.” Constr. Build. Mater. 173 (Jun): 615–628. https://doi.org/10.1016/j.conbuildmat.2018.04.039.
Liu, L., G. Tao, H. Chen, and Z. Zhu. 2020. “Shape effect of cement particles on the ionic diffusivity of hardened cement paste: A three-dimensional numerical investigation.” Constr. Build. Mater. 250 (Jul): 118736. https://doi.org/10.1016/j.conbuildmat.2020.118736.
Mehta, P. K., and P. J. M. Monteiro. 2006. Concrete: Microstructure, properties and materials. New York: McGraw-Hill.
Sáez del Bosque, I. F., S. Martínez-Ramírez, and M. T. Blanco-Varela. 2014. “FTIR study of the effect of temperature and nanosilica on the nanostructure of C-S-H gel formed by hydrating tricalcium silicate.” Constr. Build. Mater. 52 (Feb): 314–323. https://doi.org/10.1016/j.conbuildmat.2013.10.056.
Shen, D. J., X. Shi, Y. Ji, and F. F. Yin. 2015. “Strain rate effect on bond stress-slip relationship between basalt fiber-reinforced polymer sheet and concrete.” J. Reinf. Plast. Comp. 34 (7): 547–563. https://doi.org/10.1177/0731684415574539.
Taylor, H. F. W. 1997. Cement chemistry. London: Thomas Telford.
Wu, S. X., X. Wang, D. J. Shen, K. W. Sun, and J. Zhu. 2020. “Simulation analysis on hydration kinetics and microstructure development of tricalcium silicate considering dissolution mechanisms.” Constr. Build. Mater. 249 (Jul): 118535. https://doi.org/10.1016/j.conbuildmat.2020.118535.
Yang, F., X. Liu, Y. Zhao, Y. Zhang, P. Wang, I. Robinson, and B. Chen. 2018. “Investigation of three-dimensional microstructure of tricalcium silicate (C3S) by electron microscopy.” Materials (Basel) 11 (7): 1110. https://doi.org/10.3390/ma11071110.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 33Issue 12December 2021

History

Received: Dec 10, 2020
Accepted: Mar 31, 2021
Published online: Sep 17, 2021
Published in print: Dec 1, 2021
Discussion open until: Feb 17, 2022

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Research Student, College of Civil and Transportation Engineering, Hohai Univ., No. 1, Xikang Rd., Nanjing 210098, China; Research Student, Jiangsu Engineering Research Center of Crack Control in Concrete, No. 1, Xikang Rd., Nanjing 210098, China. Email: [email protected]
Professor, College of Civil and Transportation Engineering, Hohai Univ., No. 1, Xikang Rd., Nanjing 210098, China; Deputy Director, Jiangsu Engineering Research Center of Crack Control in Concrete, No. 1, Xikang Rd., Nanjing 210098, China (corresponding author). ORCID: https://orcid.org/0000-0002-0283-6835. Email: [email protected]; [email protected]
Shengxing Wu [email protected]
Professor, College of Civil and Transportation Engineering, Hohai Univ., No. 1, Xikang Rd., Nanjing 210098, China; Professor, Jiangsu Engineering Research Center of Crack Control in Concrete, No. 1, Xikang Rd., Nanjing 210098, China. Email: [email protected]

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