Mechanisms underlying the relationship between electrical resistivity and corrosion rate of steel in mortars

[1]  H. Ye,et al.  Influence of metakaolin and limestone on chloride binding of slag activated by mixed magnesium oxide and sodium hydroxide , 2021, Cement and Concrete Composites.

[2]  H. Ye,et al.  Sequestration and release of nitrite and nitrate in alkali-activated slag: A route toward smart corrosion control , 2021 .

[3]  Le Huang,et al.  Mechanism of sulfate attack on alkali-activated slag: The role of activator composition , 2019, Cement and Concrete Research.

[4]  Le Huang,et al.  Influence of activator composition on the chloride binding capacity of alkali-activated slag , 2019, Cement and Concrete Composites.

[5]  H. Ye,et al.  Influence of Nitrate Corrosion Inhibitors on Phase Stability of Alkali-Activated Slag against Chloride Binding and Natural Carbonation , 2019, Journal of Materials in Civil Engineering.

[6]  U. Angst,et al.  Kinetics of electrochemical dissolution of metals in porous media , 2019, Nature Materials.

[7]  Zongjin Li,et al.  Correlating the Chloride Diffusion Coefficient and Pore Structure of Cement-Based Materials Using Modified Noncontact Electrical Resistivity Measurement , 2019, Journal of Materials in Civil Engineering.

[8]  Arnaud Castel,et al.  Water vapor sorption isotherms, pore structure, and moisture transport characteristics of alkali-activated and Portland cement-based binders , 2018, Cement and Concrete Research.

[9]  H. Ye.  Nanoscale attraction between calcium-aluminosilicate-hydrate and Mg-Al layered double hydroxides in alkali-activated slag , 2018, Materials Characterization.

[10]  U. Angst,et al.  Electrochemistry and capillary condensation theory reveal the mechanism of corrosion in dense porous media , 2018, Scientific Reports.

[11]  D. Smyl.  Relating unsaturated electrical and hydraulic conductivity of cement-based materials , 2018, Australian Journal of Civil Engineering.

[12]  U. Angst,et al.  Corrosion rate of carbon steel in carbonated concrete – A critical review , 2018 .

[13]  Hailong Ye,et al.  Shrinkage mitigation strategies in alkali-activated slag , 2017 .

[14]  Xinyuan Ke,et al.  Uptake of chloride and carbonate by Mg-Al and Ca-Al layered double hydroxides in simulated pore solutions of alkali-activated slag cement , 2017 .

[15]  Farshad Rajabipour,et al.  Quantifying Permeability, Electrical Conductivity, and Diffusion Coefficient of Rough Parallel Plates Simulating Cracks in Concrete , 2017 .

[16]  Benoit Fournier,et al.  Determination of the pH and the free alkali metal content in the pore solution of concrete: Review and experimental comparison , 2017 .

[17]  Farshad Rajabipour,et al.  The influence of alkali–silica reaction (ASR) gel composition on its hydrophilic properties and free swelling in contact with water vapor , 2017 .

[18]  U. Angst,et al.  A New Setup for Rapid Durability Screening of New Blended Cements , 2017 .

[19]  Q Ma,et al.  Chloride transport and the resulting corrosion of steel bars in alkali activated slag concretes , 2016 .

[20]  A. Radlińska,et al.  Quantitative Analysis of Phase Assemblage and Chemical Shrinkage of Alkali-Activated Slag , 2016 .

[21]  Stefania Manzi,et al.  Corrosion behavior of steel in alkali-activated fly ash mortars in the light of their microstructural, mechanical and chemical characterization , 2016 .

[22]  U. Angst,et al.  Innovative sample design for corrosion rate measurements in carbonated blended concrete , 2016 .

[23]  O. Sengul.  Use of electrical resistivity as an indicator for durability , 2014 .

[24]  Mingzhong Zhang,et al.  Transport properties in unsaturated cement-based materials – A review , 2014 .

[25]  Chris Hendrickson,et al.  Comparative Life Cycle Assessment of Conventional, Glass Powder, and Alkali-Activated Slag Concrete and Mortar , 2014 .

[26]  J. Bullard,et al.  Using a Saturation Function to Interpret the Electrical Properties of Partially Saturated Concrete , 2013 .

[27]  M. Thiéry,et al.  Non-Saturated Ion Diffusion In Concrete–A New Approach To Evaluate Conductivity Measurements , 2013 .

[28]  Farshad Rajabipour,et al.  Evaluating ion diffusivity of cracked cement paste using electrical impedance spectroscopy , 2013 .

[29]  C. K. Larsen,et al.  Relationship between concrete resistivity and corrosion rate – A literature review , 2013 .

[30]  O. Kayali,et al.  The role of hydrotalcite in chloride binding and corrosion protection in concretes with ground granulated blast furnace slag , 2012 .

[31]  Hui Yu,et al.  Threshold chloride level and characteristics of reinforcement corrosion initiation in simulated concrete pore solutions , 2012 .

[32]  R. D. Gomez,et al.  Corrosion of reinforcing bars embedded in alkali-activated slag concrete subjected to chloride attack , 2011 .

[33]  Frank Winnefeld,et al.  Influence of activator type on hydration kinetics, hydrate assemblage and microstructural development of alkali activated blast-furnace slags , 2011 .

[34]  Mark Alexander,et al.  Modelling corrosion propagation in reinforced concrete structures – A critical review , 2011 .

[35]  Ueli Angst,et al.  Critical Chloride Content in Reinforced Concrete: A Review , 2009 .

[36]  Rob B. Polder,et al.  Critical chloride content for reinforced concrete and its relationship to concrete resistivity , 2009 .

[37]  G. S. Duffó,et al.  Characterization of solid embeddable reference electrodes for corrosion monitoring in reinforced concrete structures , 2009 .

[38]  J. Sykes,et al.  Studies of the corrosion of mild steel in alkali-activated slag cement mortars with sodium chloride admixtures by a galvanostatic pulse method , 2005 .

[39]  J. M. Miranda,et al.  Considerations on reproducibility of potential and corrosion rate measurements in reinforced concrete , 2004 .

[40]  Chun Qing Li,et al.  RELIABILITY BASED SERVICE LIFE PREDICTION OF CORROSION AFFECTED CONCRETE STRUCTURES , 2004 .

[41]  Kenneth A. Snyder,et al.  Estimating the electrical conductivity of cement paste pore solutions from OH-, K+ and Na+ concentrations , 2003 .

[42]  A. Atkinson,et al.  Sodium silicate-based, alkali-activated slag mortars: Part I. Strength, hydration and microstructure , 2002 .

[43]  M. Vazquez,et al.  Corrosion of reinforcing steel evaluated by means of concrete resistivity measurements , 2002 .

[44]  P. Castro,et al.  Interpretation of chloride profiles from concrete exposed to tropical marine environments , 2001 .

[45]  C. Andrade,et al.  Chloride threshold values to depassivate reinforcing bars embedded in a standardized OPC mortar , 2000 .

[46]  R. D. Hooton,et al.  Effects of cyclic chloride exposure on penetration of concrete cover , 1999 .

[47]  L. Bertolini,et al.  Concrete resistivity and reinforcement corrosion rate as a function of temperature and humidity of the environment , 1997 .

[48]  W. López,et al.  Influence of the degree of pore saturation on the resistivity of concrete and the corrosion rate of steel reinforcement , 1993 .

[49]  N. R. Short,et al.  Factors affecting the corrosion rate of steel in carbonated mortars , 1991 .

[50]  C. Andrade,et al.  Synthetic concrete pore solution chemistry and rebar corrosion rate in the presence of chlorides , 1990 .

[51]  C. Andrade,et al.  Relationship between conductivity of concrete and corrosion of reinforcing bars , 1989 .

[52]  C. Andrade,et al.  Relation between resistivity and corrosion rate of reinforcements in carbonated mortar made with several cement types , 1988 .

[53]  E. W. Washburn.  The Dynamics of Capillary Flow , 1921 .