Experimental study on sulfate corrosion behavior in water saturated PMPC paste and effect of W/C

The paper investigates the sulfate corrosion behavior in potassium magnesium phosphate cement (PMPC) paste immersed in a 5% Na 2 SO 4 solution and effect of W/C. The conclusions are as follows: the concentration of sulfate ions decreases significantly with increasing erosion depth, the PMPC specimen with large W/C (P1) exhibited a higher content of SO₄²⁻ at the same depth compared to the PMPC specimen with small W/C (P0). Both the SO₄²⁻penetration depth and the SO₄²⁻ content inside PMPC specimen gradually increase with erosion ages. when soaked for 360 days, the measured erosion depth (h 0 ) in the P1 specimen is 1.43 times that of the P0 specimen, and the SO₄²⁻ content at a depth of 2 mm is 1.11 times that of the P0 specimen. The relationship between the diffusion depth x (mm) of the SO₄²⁻ and the SO₄²⁻ content c (x, t) in PMPC specimens is well described by a polynomial with R 2 ≥ 0.999. The surface sulfate content (c s (0, t)) gradually increases with soaking time (t). The c s (0, t) of P1 specimens is significantly larger than that of P0 specimens, and its calculated erosion depth of the SO₄²⁻ (h 00 ) exceeds that in P0 specimens. After 360 days of immersion, the c s (0, t) of the P1 specimen is slightly larger than that of the P0 specimen, the h 00 of P1 and P0 specimens is 14 mm and 19 mm, respectively. The diffusion coefficient of SO₄²⁻ (D) in PMPC specimens is on the order of 10⁻⁷ mm²/s (1/10 D of Portland cement concrete reported in previous studies). The D first increases and then decreases with t. At the same soaking age, the D of P1 specimens is significantly larger than that of P0 specimens. Specifically, the D of P1 specimens is 1.65 times that of P0 specimens when the soaking age is 360 days. As the immersing age increases, the strengths of PMPC test pieces first increase and then decrease. After immersing in the solution for 360 days, the strength residual rate of P0 test pieces is higher than 95%, while the strength residual rate of P1 test pieces, though lower than that of P0, is still greater than 90%. The development trend of the total porosity, diffusion coefficient and strength of PMPC specimens with different sulfate solution soaking ages is consistent.

Authors

Institutions

Publication Details

Journal
Case Studies in Construction Materials
Published
2025-06-13
DOI
https://doi.org/10.1016/j.cscm.2025.e04928
Primary Topic
Magnesium Oxide Properties and Applications
Type
article
Field-Weighted Citation Impact
0.00

Funders

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

Experimental study on sulfate corrosion behavior in water saturated PMPC paste and effect of W/C

Yin Lv, Yuxin Mao, Ruohao Zhang, Xiamin Hu et al.
Case Studies in Construction Materials
Magnesium Oxide Properties and Applications
article

Experimental study on sulfate corrosion behavior in water saturated PMPC paste and effect of W/C

Yin Lv, Yuxin Mao, Ruohao Zhang, Xiamin Hu, Yuying Hou, Tao Li, Zhaoyu Wang, Xuexin Hu
article en

Abstract

The paper investigates the sulfate corrosion behavior in potassium magnesium phosphate cement (PMPC) paste immersed in a 5% Na 2 SO 4 solution and effect of W/C. The conclusions are as follows: the concentration of sulfate ions decreases significantly with increasing erosion depth, the PMPC specimen with large W/C (P1) exhibited a higher content of SO₄²⁻ at the same depth compared to the PMPC specimen with small W/C (P0). Both the SO₄²⁻penetration depth and the SO₄²⁻ content inside PMPC specimen gradually increase with erosion ages. when soaked for 360 days, the measured erosion depth (h 0 ) in the P1 specimen is 1.43 times that of the P0 specimen, and the SO₄²⁻ content at a depth of 2 mm is 1.11 times that of the P0 specimen. The relationship between the diffusion depth x (mm) of the SO₄²⁻ and the SO₄²⁻ content c (x, t) in PMPC specimens is well described by a polynomial with R 2 ≥ 0.999. The surface sulfate content (c s (0, t)) gradually increases with soaking time (t). The c s (0, t) of P1 specimens is significantly larger than that of P0 specimens, and its calculated erosion depth of the SO₄²⁻ (h 00 ) exceeds that in P0 specimens. After 360 days of immersion, the c s (0, t) of the P1 specimen is slightly larger than that of the P0 specimen, the h 00 of P1 and P0 specimens is 14 mm and 19 mm, respectively. The diffusion coefficient of SO₄²⁻ (D) in PMPC specimens is on the order of 10⁻⁷ mm²/s (1/10 D of Portland cement concrete reported in previous studies). The D first increases and then decreases with t. At the same soaking age, the D of P1 specimens is significantly larger than that of P0 specimens. Specifically, the D of P1 specimens is 1.65 times that of P0 specimens when the soaking age is 360 days. As the immersing age increases, the strengths of PMPC test pieces first increase and then decrease. After immersing in the solution for 360 days, the strength residual rate of P0 test pieces is higher than 95%, while the strength residual rate of P1 test pieces, though lower than that of P0, is still greater than 90%. The development trend of the total porosity, diffusion coefficient and strength of PMPC specimens with different sulfate solution soaking ages is consistent.

Case Studies in Construction MaterialsVol. 23
Nantong University (CN), Sanjiang University (CN), Yancheng Institute of Technology (CN), China Construction Eighth Engineering Division (China) (CN)
Yancheng Institute of Technology
Clean water and sanitation
Openalex Percentile: Top 91%
Magnesium Oxide Properties and Applications
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.