Study on the macro-micro properties of fly ash ceramic granulated concrete (FACGC) under the coupling of curing regime and freeze-thaw media

The utilization of fly ash ceramic granulated concrete (FACGC) has been observed in the construction of lightweight prefabricated structures, such as long-span bridges and high-rise buildings. The performance of FACGC is greatly influenced by the coupling effects of steam curing and salt-freezing. This study investigates the alterations in the macroscopic characteristics of FACGC test blocks under freeze-thaw cycles in aqueous and 3% NaCl solutions, considering both standard curing and steam curing conditions. Scanning electron microscopy (SEM) and nuclear magnetic resonance (NMR) were employed to uncover the internal deteriorating mechanism at the microscopic level. The findings indicate that the coupling of salt freezing and steam curing leads to the most significant degradation of mechanical properties and internal pore structure. During the initial 50 freeze-thaw cycles, the mass loss rate initially increases and subsequently decreases across different media. As the number of cycles increases, the mass loss rate and compressive strength loss rise sharply, while the relative dynamic elasticity modulus declines abruptly. The salt-frozen group exhibits abrupt changes 1-2 cycles earlier than the water-frozen group. Nevertheless, the incorporation of fly ash, slag, and silica fume results in a notable enhancement of their strength, ranging from 10% to 20%. Additionally, this combination leads to a delay of 1-2 freeze-thaw cycles in reaching the failure threshold. The coupling of steam curing and freeze-thaw resulted in a more rapid formation of large pores and micro-cracks, and the porosity of the test block exhibited a significant increase of 163.78% when compared to the test block subjected to water freezing and conventional curing. The degradation of the pore size of coal ash ceramic concrete was shown to be influenced by the salt solution in the following sequence: medium pores > large pores > micro-cracks > small pores. Furthermore, the coupling of salt freezing and steam curing increases the calcium-to-silicon (Ca/Si) ratio and reduces internal polymerization degree, while the incorporation of fly ash, slag, and silica fume into the cementing material enhances the internal pore structure and effectively fills the small pores, thereby improving the microscopic properties of FACGC.

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Publication Details

Journal
Case Studies in Construction Materials
Published
2025-03-05
DOI
https://doi.org/10.1016/j.cscm.2025.e04495
Citations
1
Primary Topic
Concrete and Cement Materials Research
Type
article
Field-Weighted Citation Impact
0.95
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article

Study on the macro-micro properties of fly ash ceramic granulated concrete (FACGC) under the coupling of curing regime and freeze-thaw media

Chang Liu, Mao Hai-tao, Xiaoju Wang, Qinghao Jin
1 citations
Case Studies in Construction Materials
Concrete and Cement Materials Research
0.95
article

Study on the macro-micro properties of fly ash ceramic granulated concrete (FACGC) under the coupling of curing regime and freeze-thaw media

Chang Liu, Mao Hai-tao, Xiaoju Wang, Qinghao Jin
article en
1 citations

Abstract

The utilization of fly ash ceramic granulated concrete (FACGC) has been observed in the construction of lightweight prefabricated structures, such as long-span bridges and high-rise buildings. The performance of FACGC is greatly influenced by the coupling effects of steam curing and salt-freezing. This study investigates the alterations in the macroscopic characteristics of FACGC test blocks under freeze-thaw cycles in aqueous and 3% NaCl solutions, considering both standard curing and steam curing conditions. Scanning electron microscopy (SEM) and nuclear magnetic resonance (NMR) were employed to uncover the internal deteriorating mechanism at the microscopic level. The findings indicate that the coupling of salt freezing and steam curing leads to the most significant degradation of mechanical properties and internal pore structure. During the initial 50 freeze-thaw cycles, the mass loss rate initially increases and subsequently decreases across different media. As the number of cycles increases, the mass loss rate and compressive strength loss rise sharply, while the relative dynamic elasticity modulus declines abruptly. The salt-frozen group exhibits abrupt changes 1-2 cycles earlier than the water-frozen group. Nevertheless, the incorporation of fly ash, slag, and silica fume results in a notable enhancement of their strength, ranging from 10% to 20%. Additionally, this combination leads to a delay of 1-2 freeze-thaw cycles in reaching the failure threshold. The coupling of steam curing and freeze-thaw resulted in a more rapid formation of large pores and micro-cracks, and the porosity of the test block exhibited a significant increase of 163.78% when compared to the test block subjected to water freezing and conventional curing. The degradation of the pore size of coal ash ceramic concrete was shown to be influenced by the salt solution in the following sequence: medium pores > large pores > micro-cracks > small pores. Furthermore, the coupling of salt freezing and steam curing increases the calcium-to-silicon (Ca/Si) ratio and reduces internal polymerization degree, while the incorporation of fly ash, slag, and silica fume into the cementing material enhances the internal pore structure and effectively fills the small pores, thereby improving the microscopic properties of FACGC.

Case Studies in Construction MaterialsVol. 22
Shanxi Agricultural University (CN)
Sustainable cities and communities
Openalex Percentile: Top 28%
Concrete and Cement Materials Research
0.95
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