The role of chloride binding mechanism in the interpretation of chloride profiles in concrete containing limestone powder

References

• Wang D, Shi C, Farzadnia N, et al. A review on effects of limestone powder on the properties of concrete. Constr Build Mater. 2018;192:153–166.
   Web of Science ®Google Scholar
• Wang D, Shi C, Farzadnia N, et al. A review on use of limestone powder in cement-based materials: mechanism, hydration and microstructures. Constr Build Mater. 2018;181:659–672.
   Web of Science ®Google Scholar
• Zhang L, Zhai J. Application of response surface methodology to optimize alkali-activated slag mortar with limestone powder and glass powder. Struct Concr. 2021;22:430–441.
   Google Scholar
• Nadelman EI, Kurtis KE. Durability of Portland-limestone cement-based materials to physical salt attack. Cem Concr Res. 2019;125:105859.
   Web of Science ®Google Scholar
• Zheng L, Jones R, Song Z. Concrete pore structure and performance changes due to the electrical chloride penetration and extraction. J Sustain Cem Based Mater. 2016;5(1–2):76–90.
   Web of Science ®Google Scholar
• Chalhoub C, François R, Carcasses M. Critical chloride threshold values as a function of cement type and steel surface condition. Cem Concr Res. 2020;134:106086.
   Web of Science ®Google Scholar
• Šomodíková M, Strauss A, Zambon I. Fib models for modeling of chloride ion ingress and concrete carbonation: levels of assessment of input parameters. Struct Concr. 2020;21:1377–1384.
   Web of Science ®Google Scholar
• Abdulsada SA, Török TI. Studying chloride ions and corrosion properties of reinforced concrete with a green inhibitor and plasticizers. Struct Concr. 2020;21:1894–1904.
   Google Scholar
• Mohammadi J, South W. Effect of up to 12% substitution of clinker with limestone on commercial grade concrete containing supplementary cementitious materials. Constr Build Mater. 2016;115:555–564.
   Web of Science ®Google Scholar
• Ghafoori N, Spitek R, Najimi M. Influence of limestone size and content on transport properties of self-consolidating concrete. Constr Build Mater. 2016;127:588–595.
   Web of Science ®Google Scholar
• Gesoğlu M, Güneyisi E, Kocabağ ME, et al. Fresh and hardened characteristics of self compacting concretes made with combined use of marble powder, limestone filler, and fly ash. Constr Build Mater. 2012;37:160–170.
   Web of Science ®Google Scholar
• Panesar DK, Aqel M, Rhead D, et al. Effect of cement type and limestone particle size on the durability of steam cured self-consolidating concrete. Cem Concr Compos. 2017;80:175–189.
   Web of Science ®Google Scholar
• Avet F, Scrivener K. Influence of pH on the chloride binding capacity of limestone calcined clay cements (LC3). Cem Concr Res. 2020;131:106031.
   Web of Science ®Google Scholar
• Petcherdchoo A, Chindaprasirt P. Exponentially aging functions coupled with time-dependent chloride transport model for predicting service life of surface-treated concrete in tidal zone. Cem Concr Res. 2019;120:1–12.
   Web of Science ®Google Scholar
• GB175-2007. Standard for common Portland cement. Beijing: China Architecture and Building Press; 2007. (in Chinese).
   Google Scholar
• C1218 ASTM. Standard test method for water-soluble chloride in mortar and concrete. Philadelphia (PA): ASTM International; 2017.
   Google Scholar
• C1152 ASTM. Standard test method for acid-soluble chloride in mortar and concrete. Philadelphia (PA): ASTM International; 2012.
   Google Scholar
• Zhu Z, Xu W, Chen H, et al. Evolution of microstructures of cement paste via continuous-based hydration model of non-spherical cement particles. Compos B Eng. 2020;185:107795.
   Web of Science ®Google Scholar
• Moradian M, Hu Q, Aboustait M, et al. Direct in-situ observation of early age void evolution in sustainable cement paste containing fly ash or limestone. Compos B Eng. 2019;175:107099.
   Web of Science ®Google Scholar
• Briendl LG, Mittermayr F, Baldermann A, et al. Early hydration of cementitious systems accelerated by aluminium sulphate: effect of fine limestone. Cem Concr Res. 2020;134:106069.
   Web of Science ®Google Scholar
• Balonis M, Glasser FP. The density of cement phases. Cem Concr Res. 2009;39(9):733–739.
   Web of Science ®Google Scholar
• Sun J, Chen Z. Influences of limestone powder on the resistance of concretes to the chloride ion penetration and sulfate attack. Powder Technol. 2018;338:725–733.
   Web of Science ®Google Scholar
• Yang P, Dhandapani Y, Santhanam M, et al. Simulation of chloride diffusion in fly ash and limestone-calcined clay cement (LC3) concretes and the influence of damage on service-life. Cem Concr Res. 2020;130:106010.
   Web of Science ®Google Scholar
• Li C, Jiang L, Xu N, et al. Pore structure and permeability of concrete with high volume of limestone powder addition. Powder Technol. 2018;338:416–424.
   Web of Science ®Google Scholar
• Tang L, Nilsson LO. Chloride binding capacity and binding isotherms of OPC pastes and mortars. Cem Concr Res. 1993;23(2):247–253.
   Web of Science ®Google Scholar
• Glass GK, Buenfeld NR. The influence of chloride binding on the chloride-induced corrosion risk in reinforced concrete. Corros Sci. 2000;42(2):329–344.
   Web of Science ®Google Scholar
• Thomas MDA, Hooton RD, Scott A, et al. The effect of supplementary cementitious materials on chloride binding in hardened cement paste. Cem Concr Res. 2012;42:1–7.
   Web of Science ®Google Scholar
• Suryavanshi AK, Swamy RN. Stability of friedel’s salt in carbonated concrete structural elements. Cem Concr Res. 1996;26(5):729–741.
   Web of Science ®Google Scholar
• Lothenbach B, Le SG, Gallucci E, et al. Influence of limestone on the hydration of Portland cements. Cem Concr Res. 2008;38(6):848–860.
   Web of Science ®Google Scholar
• Nguyen QD, Castel A. Reinforcement corrosion in limestone flash calcined clay cement-based concrete. Cem Concr Res. 2020;132:106051.
   Web of Science ®Google Scholar
• Kakali G, Tsivilis S, Aggeli E, et al. Hydration products of C3A, C3S and Portland cement in the presence of CaCO3. Cem Concr Res. 2000;30(7):1073–1077.
   Web of Science ®Google Scholar
• Sui S, Wilson W, Georget F, et al. Quantification methods for chloride binding in Portland cement and limestone systems. Cem Concr Res. 2019;125:105864.
   Web of Science ®Google Scholar
• Shi Z, Geiker MR, Weerdt KD, et al. Role of calcium on chloride binding in hydrated Portland cement-metakaolin-limestone blends. Cem Concr Res. 2017;95:205–216.
   Web of Science ®Google Scholar
• Ye H, Huang L, Chen Z. Influence of activator composition on the chloride binding capacity of alkali-activated slag. Cem Concr Compos. 2019;104:103368.
   Web of Science ®Google Scholar
• Wang Y, Fu K. Comparisons of instantaneous chloride diffusion coefficients determined by RCM method and chloride natural diffusion test. Constr Build Mater. 2019;223:595–604.
   Web of Science ®Google Scholar
• Martin-Perez B, Zibara H, Hooton RD, et al. A study of the effect of chloride binding on service life predictions. Cem Concr Res. 2000;30:1215–1223.
   Web of Science ®Google Scholar
• Käthler CB, Angst UM, Aguilar AM, et al. A systematic data collection on chloride-induced steel corrosion in concrete to improve service life modelling and towards understanding corrosion initiation. Corros Sci. 2019;157:331–336.
   Web of Science ®Google Scholar
• Spiesz P, Brouwers HJH. The apparent and effective chloride migration coefficients obtained in migration tests. Cem Concr Res. 2013;48:116–127.
   Web of Science ®Google Scholar
• Shakouri M, Trejo D. A time-variant model of surface chloride build-up for improved service life predictions. Cem Concr Compos. 2017;84:99–110.
   Web of Science ®Google Scholar
• Zhang Y, Yang Z, Ye G. Dependence of unsaturated chloride diffusion on the pore structure in cementitious materials. Cem Concr Res. 2020;127:105919.
   Web of Science ®Google Scholar
• Fu J, Thomas HR, Li C. Tortuosity of porous media: Image analysis and physical simulation. Earth-Sci Rev. 2021;212:103439.
   Web of Science ®Google Scholar