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Hence, 0.05% NaCl can be considered as a threshold level of chloride ions in SPS.
Presumably, the corrosion products of both ductile iron and carbon steel were influenced by the level of chloride concentrations, which in turn reflected the variations in corrosion reactions under different chloride situations.
On the other hand the level of chloride content and the shape of the profile seem to vary depending on BFS replacement of OPC or when high sulfate resistant cement (HSR) is used as a single binder.
The plume showed fairly stationary features over the 10-year period except that the XOC level as well as the level of chloride and nonvolatile organic carbon (NVOC) in the plume had decreased somewhat.
NS concrete had a lower rate of chloride transport, when exposed to a salt solution, presumably due to a refinement of the pore structure: a significant decrease in the volume of the capillary pores was observed, which otherwise would indicate an equivalent level of chloride transport.
The effect of ppm level of chloride and fluoride ions on the dissolution of electrochemically deposited Pt with two different thickness has been studied by using electrochemical quartz crystal microbalance (EQCM) and ICP-Mass analysis in combination with atomic force microscopy (AFM).
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Results confirmed that the critical alternate current density is in the range 30 100 A/m2, depending on the level of chlorides present into concrete.
Low levels of chloride tend to cause general corrosion while high levels of chloride likely induce localized corrosion.
At low levels of chloride, α-FeOOH and iron oxides are major corrosion products; at high levels of chloride, γ-FeOOH and β-Fe8O8(OH)8Cl1.35 appears sequentially.
The variation of 1/Rp of ductile iron (a) and carbon steel (b) in soils with different levels of chloride.
Corrosion rates of ductile iron (a) and carbon steel (b) after being exposed in soils with different levels of chloride.
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