[1] Maraghechi H., Avet F., Wong H., Kamyab H., and Scrivener K., 2018, “Performance of Limestone Calcined Clay Cement (LC3) with various kaolinite contents with respect to chloride transport”, Mater. Struct. Constr., vol. 51, no. 5, 2018, doi: 10.1617/s11527- 018-1255-3.
[2] Lothenbach B., Saout G. L., Gallucci E., and Scrivener K., 20008, “Influence of limestone on the hydration of Portland cements”, Cem. Concr. Res. 2008, 38, 848–860. https://doi.org/10.1016/j.cemconres.2008.01.002.
[3] Shi Z.G., Geiker M.R., DeWeerdt K., Ostnor T.A., Lothenbach B.,Winnefeld F., Skibsted J., 2017, “Role of calcium on chloride binding in hydrated Portland cement-metakaolin-limestone blends”, Cem. Concr. Res., 95, 205–216. https://doi.org/10.1016/j.cemconres.2017.02.003
[4] Mehta.P.K and Monteiro.J.M, 2006, “Concrete, Microstructure, Properties and Materials”,' Mac Graw-Hill, 3'th ed.
[5] Scrivener K., Martirena F., Bishnoi S., and Maity S., 2018, “Calcined clay limestone cements (LC3)”, Cem. Concr. Res., 114, 49–56. https://doi.org/10.1016/j.cemconres.2017.08.017
[6] Mishra G., Emmanuel A.C., and Bishnoi S., 2019, “Influence of temperature on hydration and microstructure properties of limestone-calcined clay blended cement”, Mater. Struct., 52, 91. https://doi.org/10.1617/s11527-019-1390-5
[7] Nicolas R. S., Cyr M., and Escadeillas G., 2014, “Performance-based approach to durability of concrete containing flash-calcined metakaolin as cement replacement”, Constr. Build. Mater., 55, 313–322. https://doi.org/10.1016/j.conbuildmat.2014.01.063
[8] Antoni M., Rossen J., Martirena F., and Scrivener K., 2012, “Cement substitution by a combination of metakaolin and limestone”, Cem. Concr. Res. 2012, 42, 1579–1589. https://doi.org/10.1016/j.cemconres.2012.09.006
[9] Dhandapani Y., Sakthivel T., Santhanam M., Gettu R., and Pillai R.G., 2018, “Mechanical properties and durability performance of concretes with Limestone Calcined Clay Cement (LC3)”, Cem. Concr. Res. 107, 136–151. https://doi.org/10.1016/j.cemconres.2018.02.005
[10] Nguyen Q.D., Afroz S., and Castel A., 2020, “Influence of Calcined Clay Reactivity on the Mechanical Properties and Chloride Diffusion Resistance of Limestone Calcined Clay Cement (LC3) Concrete”, J. Mar. Sci. Eng., 8, 301, doi:10.3390/jmse8050301
[11] Tironi A., Scian A.N., and Irassar E.F., 2017, “Blended Cements with Limestone Filler and Kaolinitic Calcined Clay: Filler and Pozzolanic effects”, J. Mater. Civ. Eng. 29 (9), 04017116. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001965
[12] Sommariva Z., and Alberto F., 2020, “Limestone calcined clay cements (LC3): raw material processing, sulfate balance and hydration kinetics”, Ph.D thesis, EPFL, Lausanne, https://doi.org/10.5075/epfl-thesis-8173
[13] Ferreiro S., Herfort D., and Damtoft J. S., 2017, “Effect of raw clay type, fineness, water-to-cement ratio and fly ash addition on workability and strength performance of calcined clay – Limestone Portland cements”, Cement and Concrete Research, 101, 1–12. doi:10.1016/j.cemconres.2017.08.003
[14] Ferreiro S., Canut M. M. C., Lund J., Herfort D., 2019, “Influence of fineness of raw clay and calcination temperature on the performance of calcined clay-limestone blended cements”, Applied Clay Science, 169, 81–90. doi:10.1016/j.clay.2018.12.021
[15] Balykov A.S., Nizina A.A., Volodin V.V., and Kyashkin V.M., 2021, “Effects of calcination temperature and time on the physical-chemical efficiency of thermally activated clays in cement systems”, Materials Science Forum. Vol. 1017, pp 61-70, https://doi.org/10.4028/www.scientific.net/MSF.1017.61
[16] Marangu, J.M., 2020, “Physico-chemical properties of Kenyan made calcined Clay -Limestone cement (LC3)”, Case Stud. Constr. Mater., 12, e00333. https://doi.org/10.1016/j.cscm.2020.e00333
[17] Lin R.Sh., Oh S., Du W., and Wang X.Y., 2022, “Strengthening the performance of limestone-calcined clay cement (LC3) using nano silica”, Construction and Building Materials, 340, 127723, https://doi.org/10.1016/j.conbuildmat.2022.127723
[18] Bahman-Zadeh F., Ramezanianpour A.A., and Zolfagharnasab A., 2022, “Effect of carbonation on chloride binding capacity of limestone calcined clay cement (LC3) and binary pastes”, Journal of Building Engineering, 52, 104447. https://doi.org/10.1016/j.jobe.2022.104447
[19] Avet F., and Scrivener K., 2020m “Influence of pH on the chloride binding capacity of Limestone Calcined Clay Cements (LC3)”, Cem. Concr. Res., 131, 106031. https://doi.org/10.1016/j.cemconres.2020.106031
[20] Alghamdi H., Shoukry H., Abadel A.A., and Khawaji M., 2023, “Performance assessment of limestone calcined clay cement (LC3)-Based lightweight green mortars incorporating recycled waste aggregate”, J. M. R. & T., 2065-2074, https://doi.org/10.1016/j.jmrt.2023.01.133
[21] Avet F., Sofia L., and Scrivener K., 2019, “Concrete Performance of Limestone Calcined Clay Cement (LC3) Compared with Conventional Cements”, Adv. Civ. Eng. Mater. 8, 20190052. doi:10.1520/acem20190052.
[22] Gbozee M., Zheng K., He F., Zeng X., The influence of aluminum from metakaolin on chemical binding of chloride ions in hydrated cement pastes. Appl. Clay Sci. 2018, 158, 186–194. https://doi.org/10.1016/j.clay.2018.03.038
[23] Nguyen Q.D., Khan M.S.H., and Castel A., 2018, “Engineering Properties of Limestone Calcined Clay Concrete”, J. Adv. Concr. Technol., 16, 343–357. http://dx.doi.org/10.3151/jact.16.343
[24] Vayghan A. G., Khaloo A.R., Nasiri S., and Rajabipour F., 2012, “Studies on the effect of retention time of rice husk combustion on the ash’s chemo-physical properties and performance in cement mixtures.” J. Mater. Civ. Eng. 24 (6): 691–697. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000426.
[25] موسسه استاندارد و تحقیقات صنعتی ایران،“ویژگی های سیمان پرتلند،” ،شماره. 389.
[26] سازمان ملی استاندارد ایران،“سنگدانه های بتن-ویژگی ها،”، شماره.302.
[27] ASTM C311, 2017, “Standard Test Methods for Sampling and Testing Fly Ash or Natural Pozzolans for Use in Portland-Cement Concrete”, ASTM International, Philadelphia, PA.
[28] ASTM C1240, 2017, “Standard Specification for Silica Fume Used in Cementitious Mixtures”, ASTM International, Philadelphia, PA.
[29] BS EN 12390-part 3, 2009, “Testing hardened concrete Part 3: Compressive strength of test Specimens”, BSI-British Standard Institute.
[30] NT Build 492, 1999, “Chloride migration coefficient from Non-steady sate migration experiments, NORDTEST, Finland.
[31] Bagheri A., Ajam A., Zanganeh H., Investigation of chloride ingress into concrete under very early age exposure conditions, Constr. Build. Mater. 225 (2019) 801–811, https://doi.org/10.1016/j.conbuildmat.2019.07.225.
[32] Bagheri A., Ajam A., Zanganeh H., Effect of very early age exposure on chloride ingress and service life performance of binary and ternary concretes, Constr. Build. Mater. 289 (2021) 123137. https://doi.org/10.1016/j.conbuildmat.2021.123137
[33] - Life- 365: Model Code for Service Life Design. Produced by the Life-365™ Consortium III ,Version 2.2.1, January 15, 2014
[34] U. Angst, B. Elsener, C.K. Larsen, and Ø. Vennesland, 2009, “Critical chloride content in reinforced concrete”, Cem. Concr. Res. 39 (12) 1122-1138.
[35] ASTM C618, 2017, “Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete”, ASTM International, West Conshohocken, PA.
[36] Wang, S.; Gainey, L.; Mackinnon, I.D.R.; Allen, C.; Gu, Y.; Xi, Y. Thermal behaviors of clay minerals as key components and additives for fired brick properties: A review. J. Build. Eng. 2022, 66, 105802.
[37] Alujas, A., Fernández, R., Quintana, R., Scrivener, K. L., & Martirena, F. (2015). Pozzolanic reactivity of low grade kaolinitic clays: Influence of calcination temperature and impact of calcination products on OPC hydration. Applied Clay Science, 108, 94–101. doi:10.1016/j.clay.2015.01.028
[38] R. Fernandez, F. Martirena, and K.L. Scrivener, 2011, “The origin of the pozzolanic activity of calcined clay minerals: A comparison between kaolinite, illite and montmorillonite. Cement and Concrete Research, 41(1), 113–122. doi:10.1016/j.cemconres.2010.09.013
[39] Zhao, Yuhan, and Yingda Zhang. "A Review on Hydration Process and Setting Time of Limestone Calcined Clay Cement (LC3)." Solids 4, no. 1 (2023): 24-38.