Effect of 95 °C temperature on the chloride-migration of concrete using electrical field

[1]  S. Poyet Experimental investigation of the effect of temperature on the first desorption isotherm of concrete , 2009 .

[2]  Marcelo Henrique Farias de Medeiros,et al.  Influence of the slice position on chloride migration tests for concrete in marine conditions , 2009 .

[3]  Eugen Brühwiler,et al.  Capillary Suction and Diffusion Model for Chloride Ingress into Concrete , 2008 .

[4]  K. Ann,et al.  Factors influencing chloride transport in concrete structures exposed to marine environments , 2008 .

[5]  Peter Pivonka,et al.  Comparative study of methods used to estimate ionic diffusion coefficients using migration tests , 2007 .

[6]  C. C. Yang,et al.  Estimation of the chloride diffusion from migration test using electrical current , 2007 .

[7]  Zoubeir Lafhaj,et al.  Experimental Study on a Mortar. Temperature Effects on Porosity and Permeability. Residual Properties or Direct Measurements Under Temperature , 2005 .

[8]  C. C. Yang Effect of the percolated interfacial transition zone on the chloride migration coefficient of cement-based materials , 2005 .

[9]  S. Cho,et al.  Approximate migration coefficient of percolated interfacial transition zone by using the accelerated chloride migration test , 2005 .

[10]  S. Cho,et al.  An electrochemical method for accelerated chloride migration test of diffusion coefficient in cement-based materials , 2003 .

[11]  Rafat Siddique,et al.  Effect of fine aggregate replacement with Class F fly ash on the mechanical properties of concrete , 2003 .

[12]  C. C. Yang,et al.  Approximate migration coefficient of interfacial transition zone and the effect of aggregate content on the migration coefficient of mortar , 2002 .

[13]  V. Papadakis,et al.  Supplementary cementing materials in concrete: Part I: efficiency and design , 2002 .

[14]  Hans W. Reinhardt,et al.  Permeability and diffusivity of concrete as function of temperature , 2002 .

[15]  M. Zain,et al.  Effects of mineral and chemical admixtures on high-strength concrete in seawater , 2002 .

[16]  K. M. Yusof,et al.  The influence of medium temperature environments on the water permeability of high performance mortar , 1999 .

[17]  A. Noumowé,et al.  Transient heating effect on high strength concrete , 1996 .

[18]  Erick Ringot,et al.  Modelling of the transition zone porosity , 1995 .

[19]  E. Garboczi,et al.  Water permeability and chloride ion diffusion in portland cement mortars: Relationship to sand content and critical pore diameter , 1995 .

[20]  Carmen Andrade,et al.  Calculation of chloride diffusion coefficients in concrete from ionic migration measurements , 1993 .

[21]  G. Ballivy,et al.  Contribution to the formation mechanism of the transition zone between rock-cement paste , 1993 .

[22]  Rachel J. Detwiler,et al.  Texture of calcium hydroxide near the cement paste-aggregate interface , 1988 .

[23]  Liviu Marsavina,et al.  Experimental and numerical determination of the chloride penetration in cracked concrete , 2009 .

[24]  K. Scrivener,et al.  The percolation of pore space in the cement paste/aggregate interfacial zone of concrete , 1996 .