The influences of curing temperature and alite to belite ratio on the C-S-H structure characterized by X-ray diffraction

This paper introduces a general method for extracting the profile of C-S-H with Ca/Si ratios at and beyond 1.7 from X-ray diffraction (XRD) patterns of synthetic cement composed of alite and belite at 6 ratios (100/0, 80/20, 65/35, 50/50, 35/65, and 0/100) hydrated between 5℃ and 90℃. This method integrates the initial construction of a C-S-H model via asymmetric least squares (ALS) and partial or no known crystal structure (PONKCS) techniques, followed by iterative refinement using Rietveld full-pattern fitting and an external standard K-factor approach until convergence criteria are met, with thermogravimetric analysis employed as a cross-check to validate model accuracy. Deconvolution-based peak profile analysis reveals that C-S-H structurally resembles low-symmetry defect-bearing tobermorite, with low-temperature (≤30°C) C-S-H resembling anomalous type and high-temperature (≥50°C) C-S-H resembling normal type. Insights from crystal defect, main peak positions and intensities, and fingerprint zone reveal that the XRD patterns/structures of each C-S-H exhibit their unique characteristics, mainly as functions of cement composition and curing temperature. Elevated curing temperatures, high-belite contents, and low relative humidity were more favorable to yield C-S-H interlayer spacing data (11 ± 0.6 Å). The crystallinity of C-S-H improves as the temperature increases (excluding pure belite system). The morphology of C-S-H crystallites ranges from stable rods in most cement systems to metastable bricks formed from pure alite or belite, and occasionally to platelets, with all crystallites having a maximum dimension of 24.2 nm. Distinct from pure C-S-H, the XRD patterns of C-S-H formed in the hydration of synthetic cement obtained in this study provide reference data for quantitative analysis and molecular modeling of C-S-H in various types of calcium silicate cement. • Methods for extracting/analyzing C-S-H XRD patterns in hardened cement were proposed. • The average crystallite size of C-S-H determined by XRD pattern analysis is 3.6 ± 1.4 nm. • The structure of C-S-H in hardened cement resembles low-symmetry defect-bearing tobermorite.

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Publication Details

Journal
Construction and Building Materials
Published
2026-02-04
DOI
https://doi.org/10.1016/j.conbuildmat.2026.145453
Primary Topic
Concrete and Cement Materials Research
Type
article
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article

The influences of curing temperature and alite to belite ratio on the C-S-H structure characterized by X-ray diffraction

Yongjin Yu, Jinsheng Sun, Xueyu Pang, Jianqiang Wei et al.
Construction and Building Materials
Concrete and Cement Materials Research
article

The influences of curing temperature and alite to belite ratio on the C-S-H structure characterized by X-ray diffraction

Yongjin Yu, Jinsheng Sun, Xueyu Pang, Jianqiang Wei, Xiujian Xia, Kaihe Lv, Baoshan Guo
article en

Abstract

This paper introduces a general method for extracting the profile of C-S-H with Ca/Si ratios at and beyond 1.7 from X-ray diffraction (XRD) patterns of synthetic cement composed of alite and belite at 6 ratios (100/0, 80/20, 65/35, 50/50, 35/65, and 0/100) hydrated between 5℃ and 90℃. This method integrates the initial construction of a C-S-H model via asymmetric least squares (ALS) and partial or no known crystal structure (PONKCS) techniques, followed by iterative refinement using Rietveld full-pattern fitting and an external standard K-factor approach until convergence criteria are met, with thermogravimetric analysis employed as a cross-check to validate model accuracy. Deconvolution-based peak profile analysis reveals that C-S-H structurally resembles low-symmetry defect-bearing tobermorite, with low-temperature (≤30°C) C-S-H resembling anomalous type and high-temperature (≥50°C) C-S-H resembling normal type. Insights from crystal defect, main peak positions and intensities, and fingerprint zone reveal that the XRD patterns/structures of each C-S-H exhibit their unique characteristics, mainly as functions of cement composition and curing temperature. Elevated curing temperatures, high-belite contents, and low relative humidity were more favorable to yield C-S-H interlayer spacing data (11 ± 0.6 Å). The crystallinity of C-S-H improves as the temperature increases (excluding pure belite system). The morphology of C-S-H crystallites ranges from stable rods in most cement systems to metastable bricks formed from pure alite or belite, and occasionally to platelets, with all crystallites having a maximum dimension of 24.2 nm. Distinct from pure C-S-H, the XRD patterns of C-S-H formed in the hydration of synthetic cement obtained in this study provide reference data for quantitative analysis and molecular modeling of C-S-H in various types of calcium silicate cement. • Methods for extracting/analyzing C-S-H XRD patterns in hardened cement were proposed. • The average crystallite size of C-S-H determined by XRD pattern analysis is 3.6 ± 1.4 nm. • The structure of C-S-H in hardened cement resembles low-symmetry defect-bearing tobermorite.

Construction and Building MaterialsVol. 514
China University of Petroleum, East China (CN), University of Maryland, College Park (US), China National Petroleum Corporation (China) (CN)
Openalex Percentile: Top 68%
Concrete and Cement Materials Research
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