2022
DOI: 10.1016/j.conbuildmat.2022.126565
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The products transformation and leaching behavior in solidified cement matrices under the coupling actions of “water-heat-chemistry”

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Cited by 9 publications
(3 citation statements)
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“…It can be seen from Figure 10 that both the ADC of Ca 2+ and Sr 2+ in fly ash/cement waste forms increase with the rising leaching temperatures and concentrations of leaching solution. As seen in Figure 11, the relationship of the ADC between Ca 2+ and Sr 2+ in fly ash/cement waste forms is quadratic nonlinear (Y � 4.44 × 10 −5 − 0.21X + 1403.33X 2 ), which is different from the linear relationship in cement waste forms [31]. When the ADC of Ca 2+ is lower than 4 × 10 −4 cm 2 /d, the ADC of Sr 2+ and Ca 2+ can be approximately regarded as a linear relationship.…”
Section: Fitting Of Apparent Diffusion Coefficientmentioning
confidence: 93%
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“…It can be seen from Figure 10 that both the ADC of Ca 2+ and Sr 2+ in fly ash/cement waste forms increase with the rising leaching temperatures and concentrations of leaching solution. As seen in Figure 11, the relationship of the ADC between Ca 2+ and Sr 2+ in fly ash/cement waste forms is quadratic nonlinear (Y � 4.44 × 10 −5 − 0.21X + 1403.33X 2 ), which is different from the linear relationship in cement waste forms [31]. When the ADC of Ca 2+ is lower than 4 × 10 −4 cm 2 /d, the ADC of Sr 2+ and Ca 2+ can be approximately regarded as a linear relationship.…”
Section: Fitting Of Apparent Diffusion Coefficientmentioning
confidence: 93%
“…But the leaching of cations decrease at a specific leaching period, especially at high leaching temperature of 60 and 80 °C. is is mainly attributed to the crystallization of NH 4 Cl at the surface and inside of fly ash/cement waste forms, which led to a dense surface to restrain the leaching of cations [31]. Also, the high NH 4 Cl concentration has decreased the porosity of fly ash/cement waste forms (Figure 4 and Table 4), which contributed to the retention of radioactive nuclides.…”
Section: Transformation Of Products and Pore Structuresmentioning
confidence: 99%
“…It has been reported that the leaching front of concrete submerged in still field water for 100 years is only about 5-10 mm [19]. Thus, for improving the test efficiency and satisfying different engineering environments, some aggressive solutions such as ammonium nitrate (NH4NO3) [20][21][22][23][24][25], ammonium chloride (NH4Cl) [26,27], sodium nitrate (NaNO3) [28], and sodium chloride (NaCl) solution [29,30], and some factors such as flow velocity [24], water-to-cement ratio (w/c) [29] and supplementary cementitious materials [31] are investigated to study the effect of calcium leaching on the microstructure and mechanical properties of cementitious materials.…”
Section: Introductionmentioning
confidence: 99%