Relevant bibliographies by topics / Diffusion du chlorure

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  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Diffusion du chlorure'

Author: Grafiati
Published: 4 May 2024
Last updated: 19 July 2025

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Journal articles on the topic "Diffusion du chlorure"

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DJERBI, Assia. "Diffusion des ions chlorure dans des bétons fissurés. Application à la durabilité des ouvrages littoraux." Revue Européenne de Génie Civil 10, no. 8 (2006): 1000. http://dx.doi.org/10.1080/17747120.2006.9692881.

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Cid, M., A. Peñuela, and M. C. Petit. "Influence de la Diffusion de L'Oxygene sur L'Initiation et L'Evolution des Phenomenes de Corrosion sur des Aciers en Milieu Chlorure Neutre." Materials Science Forum 8 (January 1986): 33–42. http://dx.doi.org/10.4028/www.scientific.net/msf.8.33.

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Gomelya, Mykola, Yana Kryzhanovska, Iryna Makarenko, Tetyana Shabliy, and Oleksandr Kyrylyuk. "Evaluation of the efficiency of the processing of sodium chloride solutions by electrodialysis in a three-chamber electrolyzer using a high-basic anionite." Proceedings of the NTUU “Igor Sikorsky KPI”. Series: Chemical engineering, ecology and resource saving, no. 2 (June 30, 2025): 60–69. https://doi.org/10.20535/2617-9741.2.2025.333975.

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The desalination process of highly mineralized waters is a rather multifactorial process that depends on a number of technical, economic and environmental aspects. This is an important stage for obtaining fresh water for its further use in various areas: from drinking water supply to industry. Processing of reverse osmosis water desalination concentrates is a relevant area of research not only in terms of waste disposal, but also in the development of low-waste resource-efficient production, which requires the implementation of innovative solutions and obtaining secondary useful products. One
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Qiu, Yinan, Yan Yang, Na Yang, et al. "Corrosion of Iron Covered with Iron Oxide Film by Chlorine and Hydrogen Chloride Gases: A Molecular Dynamics Simulation Study Using the ReaxFF." Energies 15, no. 12 (2022): 4237. http://dx.doi.org/10.3390/en15124237.

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Flue gas produced by biomass fuel combustion contains various chlorine-containing substances and is an important factor causing biomass boiler corrosion. The corrosion processes of chlorine, hydrogen chloride and water on iron covered with an intact/damaged oxide film were investigated under the high temperature of 1300 K through reactive molecular dynamics simulation. The results show that the diffusion processes of oxygen and chlorine are similar and can be divided into three stages: rapid diffusion, continuous diffusion, and no oxide film (stable). Oxygen diffusion in Fe2O3 into a pure iron
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Hou, Fei, Yu Bai, and Jun Dong. "Numerical Analysis of the 2-Dimensional Diffusion Models of Choride Ions Based on the FDM with Alternating Direction Implicit Schemes." Advanced Materials Research 1020 (October 2014): 92–97. http://dx.doi.org/10.4028/www.scientific.net/amr.1020.92.

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Chloride ion etching is a significant reason for the damage of the reinforced concrete structures. Diffusion effect is considered to be the main form of which the chloride ion invades into the reinforced concrete structures. Assuming infinite diffusion medium, based on the Chlorine ion diffusion equation, and accounting for the effects of temperature and moisture, models of chloride diffusion in two-dimensional infinite body with consistent coefficient of diffusion and different coefficient of diffusion in both directions are formulated .Two-dimensional chloride ion diffusion behavior was simu
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Li, Pei Hao, and Bo Jin. "Modelling of Chloride Diffusion into Surface-Biodeposited Concrete." Applied Mechanics and Materials 164 (April 2012): 107–10. http://dx.doi.org/10.4028/www.scientific.net/amm.164.107.

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Chloride diffusuion is regarded as the dominant chloride transport process in concrete and the main cause of the corrosion of steel in concrete structures exposed to chloride-rich environments. Surface biodeposition can be applied to both new and existing concrete structures to restrain this deterioration. To gain comprehensive overview to the protective mechanism of surface biodeposition, a theoretical study of chloride diffusion through surface-biodeposited concrete is required. This paper proposes a physical model for surface biodeposited concrete, and develops a theoretical model to predic
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Song, Wen Jie, Jun Dong, Yu Bai, Fei Dong, and Wei Ze Sun. "Investigation of Numerical Modeling for Concrete Corroded by Chloride Ion Diffusion." Applied Mechanics and Materials 166-169 (May 2012): 1922–25. http://dx.doi.org/10.4028/www.scientific.net/amm.166-169.1922.

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For concrete structure lack of enough durability due to corrosion by chloride ion under chlorine salt environment, and based on the Fick’s Diffusion Law, a mathematical model for concrete corroded by chloride ion diffusion is established and studied. Based on Galerkin FEM with weighted residuals, numerically discrete analysis of the models and final finite-difference-discrete format about time are obtained. Comparisons of PDE models between traditional heat conduction and chloride ion diffusion have been done. According to different parameters and APDL in ANSYS, a program for transformation of
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SEUX, R. "Étude expérimentale des facteurs de contamination par le CVM de l’eau des réseaux d’adduction publique." Techniques Sciences Méthodes, no. 12 (January 20, 2021): 105–26. http://dx.doi.org/10.36904/tsm/202012105.

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Depuis fin 2012, en application de l’instruction DGS/EA4/2012/366 du 18 octobre 2012, les premières campagnes de prélèvements, spécifiquement réalisées pour définir les antennes en polychlorure de vinyle (PVC) « à risques chlorure de vinyle monomère (CVM) » des réseaux ruraux des départements du nord-ouest de la France donnent bien souvent des résultats peu cohérents et difficiles à interpréter. Devant les difficultés pour identifier l’origine d’écarts considérables dans les résultats, souvent non reproductibles, obtenus lors de ces campagnes, la section territoriale Ouest – Bretagne, Pays de
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Wu, Fu Fei, Ke Bin Shi, Shuang Kuai Dong, and Guo Wei Wang. "Based on Maturity of Concrete Chloride Ion Diffusion Model and Life Prediction." Key Engineering Materials 599 (February 2014): 7–10. http://dx.doi.org/10.4028/www.scientific.net/kem.599.7.

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As chloride ion diffusion in concrete theoretical model without considering the shortcomings of the concrete maturity,the improved maturity model is used to establish the relationship between the diffusion coefficient of concrete maturity. With the mathematical derivation, getting new chloride ion diffusion theoretically, which considers the maturity of the concrete, the chloride ion binding capacity, the degradation effects of chlorine ion diffusion equation,and consequently broadens the scope of the fick's second law of diffusion, besides, its form and solution completely consistent with the
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Yuan, Yezhen, Kaimin Niu, Bo Tian, Lijuan Kong, and Lihui Li. "Effect of Metakaolin on the Diffusion Properties of Chloride Ions in Cement Mortar under the Coupling Effect of Multiple Factors in Marine Environment." Advances in Civil Engineering 2023 (May 25, 2023): 1–15. http://dx.doi.org/10.1155/2023/6961234.

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To address the problem of chloride ion transport in cement concrete in marine environment, this study investigates the effect of metakaolin dosage on the chloride ion diffusion resistance of mortar and its mechanism by testing the chloride ion binding capacity and microstructure of mortar under the coupling effect of chlorine salt-sulfate-carbonation multiple factors. The results show that the coupling of sulfate or carbonation reduces chloride ion transport to some extent compared with single chlorine salt attack, while the three-factor coupled environment promotes free chloride ion diffusion
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Dissertations / Theses on the topic "Diffusion du chlorure"

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Fontaine, Charlotte Imane. "Modélisation de la diffusion intermembranaire des ions de chlorure dans un neurone pyramidal hippocampique." Thesis, Université Laval, 2007. http://www.theses.ulaval.ca/2007/24951/24951.pdf.

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Fontaine, Charlotte. "Modélisation de la diffusion intermembranaire des ions de chlorure dans un neurone pyramidal hippocampique." Master's thesis, Université Laval, 2007. http://hdl.handle.net/20.500.11794/19544.

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HLINKA, JIRI. "Etude du chlorure de betaine et de calcium dihydrate (bccd) par diffusion inelastique de neutrons." Paris 11, 1995. http://www.theses.fr/1995PA112260.

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Cette etude concerne les composes dielectriques qui montrent une ou plusieurs phase cristallines avec une modulation structurale. On a etudie, par diffusion inelastique de neutrons, la dynamique de reseau de bccd - chlorure de betaine et de calcium dihydrate. Ce compose suscite depuis quelques annees un grand interet: son diagramme de phase possede une sequence de plusieurs phases commensurables et incommensurables (l'escalier du diable). Les resultats experimentaux principaux se trouvent dans deux etudes detaillees: l'etude de la dispersion des branches liees au degre de liberte critique dans
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Laveissiere, Bernard. "Contribution a l'etude de la corrosion du fer en milieu chlorure." Clermont-Ferrand 2, 1987. http://www.theses.fr/1987CLF2E397.

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Analyse des interactions entre les especes cathodiques adsorbees et la reaction anodique dans le domaines des potentiels proches du potentiel de corrosion. Mise en evidence du caractere inhibiteur de quelques composes de la famille des sels de phosphonium
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Djerbi, Assia. "Influence de l 'endommagement mécanique sur la perméabilité au gaz et sur la diffusion des ions chlorure des bétons." Nantes, 2007. http://www.theses.fr/2007NANT2018.

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La durabilité des ouvrages en béton armé en environnement marin est liée à la pénétration des ions chlorure dans le réseau poreux et dans les fissures du béton d’enrobage. Cette thèse a pour but d’étudier l’influence de la fissuration d’origine mécanique sur les paramètres de transfert, perméabilité au gaz et coefficient de diffusion des ions chlorure, qui ont été définis comme critères de durabilité. Trois types de béton sont étudiés : un béton ordinaire et deux bétons hautes performances dont un contient des fumées de silice. La fissuration du béton peut être obtenue par deux catégories d’en
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Miloudi, Mostéfa. "Etude mathématique de la dégradation du PVC : modélisation des phénomènes, simulation numérique, traitement informatique." Saint-Etienne, 1986. http://www.theses.fr/1986STET4005.

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HERNANDEZ, OLIVIER. "Etude par diffusion de neutrons du chlorure de calcium et de betaine dihydrate sous champ externe applique (temperature, champ electrique et pression hydrostatique)." Paris 6, 1997. http://www.theses.fr/1997PA066380.

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Nous avons etudie par diffusion de neutrons le chlorure de calcium et de betaine dihydrate (bccd), un cristal dielectrique aperiodique (modulation displacive a une dimension : q = (t)c*) presentant des phases incommensurables ou commensurables en fonction de la temperature, du champ electrique et de la pression hydrostatique. Nous avons mesure une hysteresis globale de 2 a 3 k de (t) dans les deux phases incommensurables. Ce phenomene peut s'interpreter par un diagramme de phases de type escalier du diable complet. Une etude structurale des phases modulees commensurables 1/4 et 1/5 nous a perm
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Mutin, Hubert. "Etude de la gelification physique du poly (chlorure de vinyle)." Université Louis Pasteur (Strasbourg) (1971-2008), 1986. http://www.theses.fr/1986STR13117.

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Etude en solution concentree (gel) et en solution diluee (pregel) cinetique. Etude des agregats formes en solution diluee (petite particule de gel gonflee de solvant). Mise en evidence de deux types de noeuds de reticulation: noeuds stables formant rapidement et fondant a haute temperature et noeuds moins parfaits se formant lentement et fondant a basse temperature
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Tomasini, Franco. "Contribution a l'etude des non-linearites optiques de chlorure de cuivre." Université Louis Pasteur (Strasbourg) (1971-2008), 1986. http://www.theses.fr/1986STR13111.

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Nous etudions la reponse optique non-lineaire d'un cristal de chlorure de cuivre en interaction avec un faisceau laser intense et de grande finesse spectrale. Un calcul non perturbatif utilisant le formalisme de la matrice densite permet d'obtenir la fonction dielectrique du cristal, represente par un modele a trois ou quatre niveaux (niveau fondamental, excitonique, biexcitonique) dans ces conditions. Les renormalisations des courbes de dispersion, du coefficient d'absorption et de reflexion normale sont calculees. L'utilisation de lasers a colorants a incidence rasante pompes par un laser a
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Hocine, Tarek. "Détermination expérimentale de la double couche électrique et étude de son influence sur le transfert des ions chlorure dans les matériaux cimentaires." La Rochelle, 2009. http://www.theses.fr/2009LAROS272.

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La corrosion induite par la pénétration des ions chlorure dans le matériau cimentaire demeure l’une des causes majeures de dégradation des ouvrages, leurs durabilités s’explique par la difficulté qu’ont les agents agressifs à pénétrer dans le réseau poreux. Cette thèse traite de l’étude de l’influence des phénomènes électrocapillaires à travers la double couche électrique (DCE) sur le transfert ionique en général et sur le transfert des ions chlorure en particulier dans les matériaux cimentaires. De nombreuses études de quantification de la DCE des constituants du ciment (clinker, C3S,. . . )
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Books on the topic "Diffusion du chlorure"

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Ervin, Poulsen, ed. Diffusion of chloride in concrete: Theory and application. Taylor & Francis, 2005.

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Betancourt, Gustavo Adolfo Julio. Effects of chloride exposure conditions on calculated apparent diffusion values for concrete. National Library of Canada, 2002.

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Leonovich, Sergey, Evgeniy Shalyy, Elena Polonina, Elena Sadovskaya, Lev Kim, and Valentin Dorkin. Durability of port reinforced concrete structures (Far East and Sakhalin). INFRA-M Academic Publishing LLC., 2021. http://dx.doi.org/10.12737/1816638.

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Section I of the monograph is devoted to an urgent problem - forecasting the durability of port reinforced concrete structures, the destruction of which is associated with corrosion of steel reinforcement caused by chloride aggression and carbonation of concrete. The analysis of models for calculating the service life of structures and experimental data is carried out, the life cycles for the main degradation processes in concrete and reinforcement, the periods of initiation and propagation of corrosion are considered, the influence of environmental factors (temperature, humidity) and the qual
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Leone, D. M. Active chlorine and nitric oxide formation from chemical rocket plume afterburning. National Aeronautics and Space Administration, 1994.

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Diffusion of Chloride in Concrete. Routledge, 2010. http://dx.doi.org/10.4324/9780203963715.

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Poulsen, E., and L. Mejlbro. Diffusion of Chloride in Concrete. Taylor & Francis Group, 2019.

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Poulsen, E., and L. Mejlbro. Diffusion of Chloride in Concrete: Theory and Application. Taylor & Francis Group, 2019.

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Poulsen, E. Diffusion of Chloride in Concrete: Theory and Application. Taylor & Francis Group, 2014.

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Poulsen, E. Diffusion of Chloride in Concrete: Theory and Application. Taylor & Francis Group, 2014.

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Perry, Katherine Louise. The diffusion of acetone into poly(vinyl chloride). 1994.

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Book chapters on the topic "Diffusion du chlorure"

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Yang, Bo. "Analysis on Migration Mechanism of Chloride Ions in Concrete Close-End Pipe Piles." In Advances in Frontier Research on Engineering Structures. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-19-8657-4_33.

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AbstractDifferent migration mechanisms of chloride in concrete are introduced and various kinds of influences on diffusion coefficient, including temperature, relative humidity and age are also elaborated. Based on Fick second law and the boundary condition of close-end pipe pile, the analytical solution to chloride migration equation due to the process of both diffusion and convection is deduced. Applying this result to a typical jacked PHC pile, the chloride concentration is analyzed and the effect, which the seepage velocity, thickness of pipe pile and the diffusion coefficient have on distribution of chloride concentration, is also discussed. This example provides a computational basis for the corrosion of steel bar and some reference values for durability design of pipe pile.
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Winkelmann, J. "Diffusion of chlorine (1); water (2); hydrogen chloride (3)." In Gases in Gases, Liquids and their Mixtures. Springer Berlin Heidelberg, 2007. http://dx.doi.org/10.1007/978-3-540-49718-9_1780.

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Winkelmann, Jochen. "Self-diffusion coefficient of deuterium chloride." In Diffusion in Gases, Liquids and Electrolytes. Springer Berlin Heidelberg, 2017. http://dx.doi.org/10.1007/978-3-540-73735-3_296.

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Winkelmann, Jochen. "Self-diffusion coefficient of hydrogen chloride." In Diffusion in Gases, Liquids and Electrolytes. Springer Berlin Heidelberg, 2017. http://dx.doi.org/10.1007/978-3-540-73735-3_297.

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Ge, Tao, and Chenxi Liu. "Experimental Study on the Durability of High-performance Concrete Against Chloride Ions Penetrations." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. https://doi.org/10.1007/978-981-97-6238-5_37.

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AbstractTo study the durability of concrete structures against chloride ions penetrations under subway environmental conditions, permeability performance tests were conducted on high-performance concrete using the conductivity method and corrosions method, respectively. The experimental results show that the additions of fly ash, slag, and other admixtures in high-performance concrete have a significant effect on resisting the infiltrations and diffusions of chloride ions into the concrete. Considering the long-term durability of chloride ions penetrations, high-performance concrete with dual additions of fly ash and slag has better durability improvement than single additions. The durability life of high-performance concrete in chloride ions resistance test is 3–4 times longer than that of ordinary concrete.
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Winkelmann, J. "Diffusion of chlorine (1); water (2)." In Gases in Gases, Liquids and their Mixtures. Springer Berlin Heidelberg, 2007. http://dx.doi.org/10.1007/978-3-540-49718-9_1527.

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Winkelmann, J. "Diffusion of air (1); chlorine (2)." In Gases in Gases, Liquids and their Mixtures. Springer Berlin Heidelberg, 2007. http://dx.doi.org/10.1007/978-3-540-49718-9_434.

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Winkelmann, J. "Diffusion of chlorine (1); argon (2)." In Gases in Gases, Liquids and their Mixtures. Springer Berlin Heidelberg, 2007. http://dx.doi.org/10.1007/978-3-540-49718-9_944.

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Winkelmann, Jochen. "Diffusion coefficient of zinc chloride in water." In Diffusion in Gases, Liquids and Electrolytes. Springer Berlin Heidelberg, 2018. http://dx.doi.org/10.1007/978-3-662-54089-3_1204.

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Winkelmann, Jochen. "Diffusion coefficient of ethanol in trichloro-methanesulfenyl chloride." In Diffusion in Gases, Liquids and Electrolytes. Springer Berlin Heidelberg, 2017. http://dx.doi.org/10.1007/978-3-540-73735-3_415.

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Conference papers on the topic "Diffusion du chlorure"

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Lyu, Xiaofei, and Jie Li. "Analytical Solution of Generalized Probability Density Evolution Equation for the Diffusion Process of Chloride Ions in Concrete and Diffusion Process Analysis." In IABSE Symposium, Tokyo 2025: Environmentally Friendly Technologies and Structures: Focusing on Sustainable Approaches. International Association for Bridge and Structural Engineering (IABSE), 2025. https://doi.org/10.2749/tokyo.2025.2560.

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<p>For chlorine-exposed concrete structures, the diffusion of chloride in the concrete is a stochastic process that can be described by Fick's second law with a random diffusion coefficient. In this study, the generalized probability density evolution equation (GDEE) for the chloride diffusion process is established, and the analytical probability density function (PDF) for the chloride concentration in concrete is derived by solving the GDEE with the characteristic method. The chloride diffusion process is then analysed with the diffusion coefficient following a lognormal distribution.
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Berke, N. S., and M. C. Hicks. "Predicting Chloride Profiles in Concrete." In CORROSION 1993. NACE International, 1993. https://doi.org/10.5006/c1993-93341.

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Abstract Laboratory studies comparing chloride profile data to predictions obtained using ASTM C 1202 (Test Method for Electrical Indication of Concrete's Ability to Resist Chloride Ion Penetration), to predict chloride diffusion into concrete are given in this paper. The diffusion coefficients derived from these data can be used to determine long-term chloride profiles of concrete structures. Equations have been developed relating diffusion coefficients with resistivity and permeability of concrete. One- and two-dimensional models were used to determine chloride profiles of chloride ions ente
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Andrade, C., M. A. Sanjuán, and C. Alonso. "Measurement of Chloride Diffusion Coefficient from Migration Tests." In CORROSION 1993. NACE International, 1993. https://doi.org/10.5006/c1993-93319.

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Abstract A critical review is offered on the Rapid Chloride Permeability Test standarized by AASHTO, pointing out its limitations and errors but recognizing its contribution to the developing of a simple and quick test for chloride migration. Then another review is made on the electrochemical fundaments of the processes developped in concrete when an electrical field is applied and on the basic equations of mass transport (Nernst-Plank and Nernst-Einstein) which can be applied to calculate ionic movements. The limitations and assumptions needed for a simplified resolution of these equations, a
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West, Robert E., and William G. Hime. "Chloride Profiles in Salty Concrete." In CORROSION 1985. NACE International, 1985. https://doi.org/10.5006/c1985-85256.

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Abstract The role of chloride sampling in condition surveys is examined; several case histories are presented. Plots of chloride concentration vs depth, with anomalies near the surface, are discussed. A method for estimating the effective diffusion coefficient is given. A preliminary result shows the effect of cathodic protection by impressed current on chloride migration.
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Yunlong, Xu, Zhou Junlong, Cao Haiqing, and Li Jiaquan. "Rebar corrosion and concrete cracking of corrugated steel web beams in chloride environment." In IABSE Congress, San José 2024: Beyond Structural Engineering in a Changing World. International Association for Bridge and Structural Engineering (IABSE), 2024. https://doi.org/10.2749/sanjose.2024.0651.

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<p>This article establishes numerical models, analyzes corrosion damage mechanisms, and predicts the structural service life for the corrugated steel web bridge engineering in the chlorine salt environment. The aim is to comprehensively evaluate its corrosion resistance and safety, and formulate corresponding maintenance measures accordingly. The results indicate that rapid diffusion of chloride ions occurs during the initial stage of simulation, and after 50 years, there is little change in the distribution of chloride ion content within the corrugated steel web beam. The corrosion dept
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Hoffmeister, Hans. "Modelling the Effects of Crevice Geometry and Oxygen on Crevice Corrosion of Pure Chromium at Constant pH and Various Chloride Contents." In CORROSION 2002. NACE International, 2002. https://doi.org/10.5006/c2002-02194.

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Abstract In a recent paper a crevice corrosion model for pure chromium was presented aiming at basic understanding of the local corrosion mechanism in an already deoxygenated crevice with a given geometry. The time stepwise calculation of chromium dissolution was based on arbitrarily selected levels of initial corrosion potential and slopes of the cathodic polarization curve at the open surface in contact with the bulk liquid. As a basic feature, the anodic polarization slopes inside the crevice were controlled by the mass of precipitated chromium hydroxide which was thermodynamically calculat
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Arup, Hans, Birgit Sørensen, Jens Frederiksen, and Niels Thaulow. "The Rapid Chloride Permeation Test - An Assessment." In CORROSION 1993. NACE International, 1993. https://doi.org/10.5006/c1993-93334.

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Abstract Information equivalent to that obtained by the AASHTO-test or Rapid Chloride Permeation Test can be obtained in seconds (rather than hours) by a much simpler and non-destructive measurement of the sample’s electrical resistivity. The technique of taking resistivity measurements is described, and the correlation between resistivity and diffusion resistance is discussed and illustrated with experimental results.
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Northwood, Derek O., and Kevin A. MacDonald. "The Effects of Materials Variables on Chloride Ion Diffusion Rates and Their Relevance to the Corrosion of Steel Reinforced Concrete." In CORROSION 1994. NACE International, 1994. https://doi.org/10.5006/c1994-94287.

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Abstract The corrosion of steel embedded in concrete is a well-known, world-wide phenomenon. Over the past 30 years, the chloride ion has been identified as the major agent associated with the depassivation, and consequent corrosion, of the embedded steel. One form of mass transfer associated with the movement of chloride ions in concrete is diffusion. In this study, chloride ion diffusion rates in cementitious paste have been determined using a modification to the "standard" diffusion cell. Ordinary Portland cement samples of varying water/cement ratios were investigated together with similar
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Rammer, B., M. Schütze, T. Weber, and R. Bender. "Material Solutions for the Thermal Treatment in High Chlorine Environments." In CORROSION 2008. NACE International, 2008. https://doi.org/10.5006/c2008-08452.

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Abstract Phosphorus is an essential plant nutrient and therefore integral component of many fertilizers. Due to the exploitation of natural resources, a shortage is previsible for the near future and new resources have to be found. Sewage sludge – a virtually infinitely available raw material – offers high contents of phosphates, but is also heavily contaminated by organic and inorganic pollutants. A newly developed process allows the complete removal of those substances, especially the heavy metal content, by the use of highly chlorine-containing atmospheres at temperatures of up to 1000°C. H
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Andrade, C., C. Alonso, M. Acha, and M. Castellote. "Experimental Comparison between Chloride Diffusion and Migration Tests in Steady-State Condition." In CORROSION 1996. NACE International, 1996. https://doi.org/10.5006/c1996-96332.

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Abstract Previous papers have been published with theoretical attempts to improve the so called "Rapid Chloride Permeability Test" and how to convert it to a reliable method for calculating chloride diffusion coefficients. The approach was based on considering the fundamentals of electrochemistry for ionic transport in electrolytes by the use of Nernst-Plank and Nernst-Einstein equations. In the present paper experimental details are given in order to compare natural diffusion and migration tests. The results indicate reasonable agreement between both test types and the soundness of the simpli
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Reports on the topic "Diffusion du chlorure"

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Huber, Zachary, Michael Powell, Tyler Schlieder, et al. Chlorine Isotope Separations using Thermal Diffusion. Office of Scientific and Technical Information (OSTI), 2024. http://dx.doi.org/10.2172/2339481.

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2

Clifton, James R., Lawrence I. Knab, Edward J. Garboczi, and Lin Xian Xiong. Chloride ion diffusion in low water-to-solid cement pastes. National Institute of Standards and Technology, 1991. http://dx.doi.org/10.6028/nist.ir.4549.

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3

A computer model for the diffusion and binding of chloride ions in Portland Cement paste. National Institute of Standards and Technology, 1993. http://dx.doi.org/10.6028/nist.ir.5125.

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