Impact of Inorganic Salts on Rheology, Strength, and Microstructure of Excess-Sulfate Phosphogypsum Slag Cement

Excess-sulfate phosphogypsum slag cement (EPSC), offering the potential for large-scale phosphogypsum (PG) utilization, has drawn significant attention. However, its susceptibility to salt erosion in marine/saline environments remains unquantified, hindering engineering applications. This study, therefore, systematically investigates the effect of various salts (NaCl, MgCl2, KCl, and Na2SO4) at different concentrations (0.5–1.5%) on the hydration mechanism and performance of EPSC using rheometry, strength tests, and microstructural characterization (XRD/SEM-EDS). The findings reveal that EPSC exhibits low initial yield stress and plastic viscosity, both of which increase over time. The addition of Na+, Cl−, and SO42− ions promotes hydration and flocculent structure formation in the EPSC paste, thereby enhancing the yield stress and plastic viscosity. In contrast, Mg2+ and K+ ions inhibit the hydration reaction, although Mg2+ temporarily increases the plastic viscosity by forming Mg(OH)2 during the initial stage of the reaction. Both Na2SO4 and NaCl improve mechanical properties when their concentrations are within the 0.5–1.0% range; however, excessive amounts (>1%) negatively impact these properties. Significantly, adding 0.5% NaCl significantly improves the mechanical properties of EPSC, achieving a 28-day compressive strength of 51.06 MPa—a 9.5% increase compared to the control group. XRD and SEM-EDX analyses reveal that NaCl enhances pore structure via Friedel’s salt formation, while Na2SO4 promotes the early nucleation of ettringite. However, excessive ettringite formation in the later stages of the hydration reaction due to Na2SO4 may negatively affect compressive strength due to the inherent abundance of SO42− in the EPSC system. Therefore, attention should be paid to the effect of excessive SO42− on the system. These results establish salt-type/dosage thresholds for EPSC design, enabling its rational use in coastal infrastructure where salt resistance is critical.

Authors

Institutions

Publication Details

Journal
Buildings
Published
2025-07-04
DOI
https://doi.org/10.3390/buildings15132348
Citations
3
Primary Topic
Concrete and Cement Materials Research
Type
article
Field-Weighted Citation Impact
2.86

Funders

Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
article

Impact of Inorganic Salts on Rheology, Strength, and Microstructure of Excess-Sulfate Phosphogypsum Slag Cement

Jianhe Xie, Weisen Liu, Junming Mai, Chunli Wu et al.
3 citations
Buildings
Concrete and Cement Materials Research
2.86
article

Impact of Inorganic Salts on Rheology, Strength, and Microstructure of Excess-Sulfate Phosphogypsum Slag Cement

Jianhe Xie, Weisen Liu, Junming Mai, Chunli Wu, Zixin Xue, Zhe Chen, Yuan Feng, Yong Xia
article en
3 citations

Abstract

Excess-sulfate phosphogypsum slag cement (EPSC), offering the potential for large-scale phosphogypsum (PG) utilization, has drawn significant attention. However, its susceptibility to salt erosion in marine/saline environments remains unquantified, hindering engineering applications. This study, therefore, systematically investigates the effect of various salts (NaCl, MgCl2, KCl, and Na2SO4) at different concentrations (0.5–1.5%) on the hydration mechanism and performance of EPSC using rheometry, strength tests, and microstructural characterization (XRD/SEM-EDS). The findings reveal that EPSC exhibits low initial yield stress and plastic viscosity, both of which increase over time. The addition of Na+, Cl−, and SO42− ions promotes hydration and flocculent structure formation in the EPSC paste, thereby enhancing the yield stress and plastic viscosity. In contrast, Mg2+ and K+ ions inhibit the hydration reaction, although Mg2+ temporarily increases the plastic viscosity by forming Mg(OH)2 during the initial stage of the reaction. Both Na2SO4 and NaCl improve mechanical properties when their concentrations are within the 0.5–1.0% range; however, excessive amounts (>1%) negatively impact these properties. Significantly, adding 0.5% NaCl significantly improves the mechanical properties of EPSC, achieving a 28-day compressive strength of 51.06 MPa—a 9.5% increase compared to the control group. XRD and SEM-EDX analyses reveal that NaCl enhances pore structure via Friedel’s salt formation, while Na2SO4 promotes the early nucleation of ettringite. However, excessive ettringite formation in the later stages of the hydration reaction due to Na2SO4 may negatively affect compressive strength due to the inherent abundance of SO42− in the EPSC system. Therefore, attention should be paid to the effect of excessive SO42− on the system. These results establish salt-type/dosage thresholds for EPSC design, enabling its rational use in coastal infrastructure where salt resistance is critical.

BuildingsVol. 15(13)
Guangdong University of Technology (CN), Guangzhou Building Materials Institute (CN), Guangdong Polytechnic Normal University (CN)
National Natural Science Foundation of China, Science and Technology Planning Project of Guangdong Province, Basic and Applied Basic Research Foundation of Guangdong Province
Openalex Percentile: Top 10%
Concrete and Cement Materials Research
2.86
AI Navigator

Ask Laika to Summarize, Analyze, and Connect papers live on the map.

Summarize Papers & Methodologies

Extract key findings, datasets, and comparative methods across publications.

Benchmark Rankings & Visual Analytics

Rank top research institutions, authors, funders, topics, and journals by Field-Weighted Citation Impact (FWCI) and paper volume with instant charts.

Connect Distant Disciplines

Bridge topological clusters on the map to find hidden collaborative intersections.