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  1. Home
  2. Effects Of Hydrostatic Pressure And Cation Type On The Chloride Ion Transport Rate In Marine Concrete: An Experimental Study.
  1. Home
  2. Effects Of Hydrostatic Pressure And Cation Type On The Chloride Ion Transport Rate In Marine Concrete: An Experimental Study.

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Effects of Hydrostatic Pressure and Cation Type on the Chloride Ion Transport Rate in Marine Concrete: An

Huanqiang Liu1, Xueqing Yang2, Linhua Jiang3

  • 1School of Civil Engineering and Transportation, North China University of Water Resources and Electric Power, Zhengzhou 450045, China.

Materials (Basel, Switzerland)
|July 13, 2024

View abstract on PubMed

Summary
This summary is machine-generated.

Hydrostatic pressure accelerates chloride ion transport in marine concrete, with longer exposure increasing ion accumulation and distance. Cation type also influences transport, impacting marine concrete durability.

Keywords:
cation typechloride ion apparent transport coefficientchloride ion binding capacityhydrostatic pressure

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Area of Science:

  • Civil Engineering
  • Materials Science
  • Corrosion Science

Background:

  • Marine concrete structures face significant degradation challenges due to chloride ingress.
  • Understanding chloride ion transport under hydrostatic pressure is crucial for predicting and enhancing concrete durability in subaquatic environments.

Purpose of the Study:

  • To investigate the coupled effects of hydrostatic pressure and cation type on chloride ion transport in marine concrete.
  • To develop a predictive model for chloride ion transport coefficients under hydrostatic pressure.

Main Methods:

  • Utilized a custom-developed hydrostatic pressure test device to study chloride ion transport in marine concrete specimens immersed in four common chloride salt solutions.
  • Varied hydrostatic pressure levels and exposure durations to quantify their impact on chloride penetration.

Main Results:

  • Hydrostatic pressure and its duration significantly accelerate chloride ion transport rates and increase penetration depth.
  • Divalent cation solutions exhibited approximately 5% higher chloride ion transport rates compared to monovalent cation solutions.
  • Chloride ion binding capacity under hydrostatic pressure was reduced to 10-20% of that observed under natural diffusion.

Conclusions:

  • Hydrostatic pressure is a critical factor influencing chloride ingress in marine concrete, necessitating its consideration in durability design.
  • A predictive model incorporating hydrostatic pressure, time, and cation type was established to estimate chloride ion apparent transport coefficients.