To study the sulfate corrosion behavior of potassium magnesium phosphate cement (PMPC) paste, the sulfate content, strength, and length of PMPC specimens were measured at different corrosion ages under 5% Na
2SO
4 solution soaking conditions, and the phase composition and microstructure
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To study the sulfate corrosion behavior of potassium magnesium phosphate cement (PMPC) paste, the sulfate content, strength, and length of PMPC specimens were measured at different corrosion ages under 5% Na
2SO
4 solution soaking conditions, and the phase composition and microstructure were analyzed. The conclusion is as follows: In PMPC specimens subjected to one-dimensional SO
42− corrosion, the relation between the diffusion depth of SO
42− (
h) and the SO
42− concentration (
c (
h,
t)) can be referred by a polynomial very well. The sulfate diffusion coefficient (
D) of PMPC specimens was one order of magnitude lower than Portland cement concrete (on the order of 10
−7 mm
2/s). The surface SO
42− concentration
c (0,
t), the SO
42− computed corrosion depth
h00, and
D of FM2 specimen containing 20% fly ash (FA) were all less than those of the FM0 specimen (reference). At 360-day immersion ages, the
c (0, 360 d) and
h00 in FM2 were obviously smaller than those in FM0, and the
D of FM2 was 64.2% of FM0. The strengths of FM2 specimens soaked for 2 days (the benchmark strength) were greater than those of FM0 specimens. At 360-day immersion ages, the residual flexural/compressive strength ratios (360-day strength/benchmark strength) of FM0 and FM2 specimens were all larger than 95%. The volume linear expansion rates (
Sn) of PMPC specimens continued to increase with the immersion age, and
Sn of FM2 specimen was only 49.5% of that of the FM0 specimen at 360-day immersion ages. The results provide an experimental basis for the application of PMPC-based materials.
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