November 2024
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5 Reads
Construction and Building Materials
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November 2024
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5 Reads
Construction and Building Materials
October 2024
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13 Reads
This study compared the physical properties and mechanical strength development of PCBAs with water, sealed, standard, and open ambient air curing over 28 days to find a suitable curing method for the production of phosphogypsum-based cold-bonded aggregates. The types and relative amounts of hydration products, microstructural morphology and pore structure parameters were characterized utilizing XRD, TGA, FTIR, SEM and nitrogen adsorption methods. According to the results, water curing leads to rapid increases in single aggregate strength, reaching 5.26 MPa at 7 d. The standard curing condition improved the 28 d mechanical strength of the aggregates by 19.3% over others by promoting the generation of hydration products and the transformation of the C-S-H gel to a higher degree of polymerization and by optimizing the pore structure. Further, PCBAs achieved an excellent solidification of phosphorus impurities under all four curing conditions. This work provides significant guidance for selecting an optimized PCBA curing method for industrial production.
September 2024
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10 Reads
Journal of Cleaner Production
September 2024
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14 Reads
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1 Citation
Corrosion Science
June 2024
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16 Reads
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4 Citations
The Science of The Total Environment
June 2024
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8 Reads
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2 Citations
Construction and Building Materials
June 2024
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31 Reads
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9 Citations
Journal of Building Engineering
May 2024
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7 Reads
Journal of Materials Research and Technology
May 2024
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14 Reads
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2 Citations
Developments in the Built Environment
February 2024
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8 Reads
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9 Citations
Construction and Building Materials
... Based on the experimental results, they predicted the service life of modified concrete under sulfate corrosion. Xu et al. 8 . used phosphor gypsum-based cold-bonded fine aggregate to replace natural sand in the preparation of high-sulfate cement concrete. ...
June 2024
Journal of Building Engineering
... Mechanical properties of phosphogypsum cementitious materials were evaluated at various curing ages (1 d, 3 d, 7 d, 14 d, 28 d), as depicted in Fig. 3. (1) Initial Stages of Curing. Hydration within phosphogypsum cementitious materials primarily involves hemihydrate gypsum, culminating in the formation of a cohesive network of dihydrate phosphogypsum, thus establishing the primary framework of the material; during this process, the active constituents in the cement progressively infuse the framework of the phosphogypsum cementitious material [45]. During the initial mechanical properties testing, the compressive (2) Final Stages of Curing. ...
February 2024
Journal of Building Engineering
... A notable influencing factor is the ambient curing moisture and improper curing methods, such as insufficient water, which are disadvantages to the hydration progress. Further, premature exposure to air (CO 2 ) leads to the decomposition of the already formed ettringite [15][16][17]. Thereafter, a comparative study on curing conditions affecting PCBA property evolution is desired so as to guide combined curing method selection for optimizing PCBA production. ...
February 2024
Construction and Building Materials
... A notable influencing factor is the ambient curing moisture and improper curing methods, such as insufficient water, which are disadvantages to the hydration progress. Further, premature exposure to air (CO 2 ) leads to the decomposition of the already formed ettringite [15][16][17]. Thereafter, a comparative study on curing conditions affecting PCBA property evolution is desired so as to guide combined curing method selection for optimizing PCBA production. ...
December 2023
Construction and Building Materials
... Four distinct heat absorption peaks were observed between 25 • C and 1000 • C. The peak between 100 • C and 200 • C corresponds to the decomposition of bound water in hydration products like AFt gels [57]. The heat absorption peak between 250 • C and 350 • C is attributed to the dehydration decomposition of AH3 [58]. The process involves dehydration of the CFH gel between 600 • C and 700 • C. The peaks between 750 • C and 850 • C correspond to the decarbonation of CaCO 3 , which forms due to CH carbonation during curing. ...
May 2023
Case Studies in Construction Materials
... Figures 11(e) and (f) show that when the SS content is 9%, wider cracks appear inside the specimen, the occlusion force between soil particles is weakened, and the overall compactness of the specimen decreases. In addition, excessive SS leads to the inhibition of the alkali activation reaction, a single form of hydration product inside the specimen, and the formation of hydration product receives limitation, which was similarly found by Dong et al [83]. Figure 12 shows SEM maps and black and white binary maps of SSCIT specimens at 7 d curing age under different curing conditions. ...
March 2023
... Concrete is the world's largest volume of materials used in which the aggregate occupies up to 70% of the volume of concrete. PG can be prepared as a cold-bonded aggregate to prepare concrete with low production cost, which can reduce the use of natural coarse aggregates [6,7]. In a previous study, the preparation of PG into cold-bonded aggregates for the preparation of phosphogypsum-based concrete provided a feasible way to consume large amounts of PG [2]. ...
March 2023
Journal of Cleaner Production
... Additionally, when 10% modified lime mud was added, the resulting cement mortar exhibited remarkable rheology and mechanical properties. Wang et al. examined the impact of wet-milled calcined gangue on the hydration process and microstructure of phosphogypsum-based cementitious material [22]. They observed that the ultrafine powder derived from calcined gangue demonstrated superior dispersion and dissolution characteristics, leading to accelerated hydration rates and reduced setting time. ...
January 2023
Construction and Building Materials
... The mass loss observed between 50 and 140 C can be attributed to the decomposition of AFt, C-S-H gel, and C-A-H gel. 3 Combined with the XRD analyses, these results indicate that the hydration products in G-CSSC and P-CSSC were primarily AFt and C-S-H gel, whereas the hydration products in D-CSSC were mainly C-A-H gel, AFt, and C-S-H gel. The decomposition temperature of gypsum is 107-180 C, 51 which overlaps with that of AFt and the gels. The DTG peak of the D-CSSC slurry at 300-400 C corresponds to the dehydration of hannebachite (H). ...
August 2022
Construction and Building Materials
... Materials 2025,18, 1135 ...
April 2022
Journal of Cleaner Production