Related Experiment Video
Updated: Nov 27, 2025

Detecting the Water-soluble Chloride Distribution of Cement Paste in a High-precision Way
Published on: November 21, 2017
Effective and Apparent Diffusion Coefficients of Chloride Ions and Chloride Binding Kinetics Parameters in Mortars:
Jerzy J Jasielec1, Jakub Stec1, Krzysztof Szyszkiewicz-Warzecha1
1Faculty of Materials Science and Ceramics, AGH University of Science and Technology, Al. Mickiewicza 30, 30-059 Krakow, Poland.
This study introduces a new model for chloride transport in cement, crucial for concrete durability. It accurately predicts chloride binding and diffusion, enhancing the longevity of concrete structures.
Area of Science:
- Materials Science
- Civil Engineering
- Chemical Engineering
Background:
- Chloride ingress is a major cause of concrete degradation, impacting infrastructure longevity.
- Understanding chloride transport and binding mechanisms in cementitious materials is critical for predicting material performance.
- Existing models often simplify the complex interactions between diffusion and chemical binding of chlorides.
Purpose of the Study:
- To develop and validate a non-equilibrium diffusion-reaction model for chloride transport in cementitious materials.
- To determine effective chloride diffusion coefficients and binding parameters using an inverse method.
- To compare the proposed model with classical diffusion models and assess the role of chloride binding.
Main Methods:
- A non-equilibrium diffusion-reaction model was formulated for chloride transport and binding.
- The finite element method was employed for the numerical solution of the non-linear problem.
- An inverse method, using experimental chloride concentration data, was used to determine model parameters.
- Investigations were conducted on ordinary Portland cement and blast furnace cement.
Main Results:
- The proposed model successfully describes chloride transport and binding in different cement types.
- Effective diffusion coefficients and binding parameters were determined for the studied cements.
- The study highlights the significant role of chloride binding in overall chloride transport.
- Comparisons showed limitations of classical diffusion models in representing these phenomena.
Conclusions:
- The developed diffusion-reaction model provides a more accurate representation of chloride behavior in cementitious materials.
- The methodology allows for the determination of key parameters influencing concrete structure longevity.
- The model's framework is adaptable for incorporating additional factors like multiple ions and electrostatic interactions for enhanced predictive accuracy.
Related Concept Videos
Solubility Equilibria
The...
Mortar Properties
Theories of Dissolution: The Danckwerts' Model and Interfacial Barrier Model
Ionic Strength: Effects on Chemical Equilibria
In this solution, the primary...
Electrolytes: van't Hoff Factor
The colligative properties of a solution depend only on the number, not on the identity, of solute species dissolved. The concentration terms in the equations for various colligative properties (freezing point depression, boiling point elevation, osmotic pressure) pertain to all solute species present in the solution. Nonelectrolytes dissolve physically without dissociation or any other accompanying process. Each molecule that dissolves yields one...
Theories of Dissolution: Diffusion Layer Model
This process starts with a thin layer, saturated with the drug, forming at the interface between the solid and liquid. The solute then diffuses from this layer into the main solution. The Noyes-Whitney equation suggests that the rate of dissolution relies on the diffusion...

