1.
[1] F. A. Sabet, N. A. Libre, and M. Shekarchi, “Mechanical and durability properties of self consolidating high performance concrete incorporating natural zeolite, silica fume and fly ash,” Constr. Build. Mater., vol. 44, pp. 175–184, 2013.
[2] M. Nehdi, M. Pardhan, and S. Koshowski, “Durability of self-consolidating concrete incorporating high-volume replacement composite cements,” Cem. Concr. Res., vol. 34, no. 11, pp. 2103–2112, 2004.
[3] R. Saleh Ahari, T. K. Erdem, and K. Ramyar, “Permeability properties of self-consolidating concrete containing various supplementary cementitious materials,” Constr. Build. Mater., vol. 79, pp. 326–336, 2015.
[4] A. Mohan and K. M. Mini, “Strength and durability studies of SCC incorporating silica fume and ultra fine GGBS,” Constr. Build. Mater., vol. 171, pp. 919–928, 2018.
[5] M. M. Ranjbar, R. Madandoust, S. Y. Mousavi, and S. Yosefi, “Effects of natural zeolite on the fresh and hardened properties of self-compacted concrete,” Constr. Build. Mater., vol. 47, pp. 806–813, 2013.
[6] M. Nemati Chari, M. Shekarchi, M. H. Tadayon, and M. Moradian, “Prediction of chloride ingress into blended cement concrete: Evaluation of a combined short-term laboratory-numerical procedure,” Constr. Build. Mater., vol. 162, pp. 649–662, 2018.
[7] M. N. Chari, M. Shekarchi, J. Sobhani, and M. N. Chari, “The effect of temperature on the moisture transfer coefficient of cement-based mortars: An experimental investigation,” Constr. Build. Mater., vol. 102, pp. 306–317, 2016.
[8] A. Maryoto, “Resistance of Concrete with Calcium Stearate Due to Chloride Attack Tested by Accelerated Corrosion,” Procedia Eng., vol. 171, pp. 511–516, 2017.
[9] A. Maryoto, “Improving microstructures of concrete using Ca(C18H35O2)2,” Procedia Eng., vol. 125, pp. 631–637, 2015.
[10] C. Ma and B. Chen, “Properties of foamed concrete containing water repellents,” Constr. Build. Mater., vol. 123, pp. 106–114, 2016.
[11] L. Falchi, U. Müller, P. Fontana, F. C. Izzo, and E. Zendri, “Influence and effectiveness of water-repellent admixtures on pozzolana-lime mortars for restoration application,” Constr. Build. Mater., vol. 49, pp. 272–280, 2013.
[12] A. Izaguirre, J. Lanas, and J. I. Alvarez, “Effect of water-re
pellent admixtures on the behaviour of aerial lime-based mortars,” Constr. Build. Mater., vol. 25, no. 2, pp. 992–1000, 2011.
[13] A. Lagazzo, S. Vicini, C. Cattaneo, and R. Botter, “Effect of fatty acid soap on microstructure of lime-cement mortar,” Constr. Build. Mater., vol. 116, pp. 384–390, 2016.
[14] M. Lanzón and P. A. García-Ruiz, “Evaluation of capillary water absorption in rendering mortars made with powdered waterproofing additives,” Constr. Build. Mater., vol. 23, no. 10, pp. 3287–3291, 2009.
[15] M. Lanzón and P. A. García-Ruiz, “Effectiveness and durability evaluation of rendering mortars made with metallic soaps and powdered silicone,” Constr. Build. Mater., vol. 22, no. 12, pp. 2308–2315, 2008.
[16] L. Falchi, E. Zendri, U. Müller, and P. Fontana, “The influence of water-repellent admixtures on the behaviour and the effectiveness of Portland limestone cement mortars,” Cem. Concr. Compos., vol. 59, pp. 107–118, 2015.
[17] M. Lanzón, E. Martínez, M. Mestre, and J. A. Madrid, “Use of zinc stearate to produce highly-hydrophobic adobe materials with extended durability to water and acid-rain,” Constr. Build. Mater., vol. 139, pp. 114–122, 2017.
[18] H. S. Wong, R. Barakat, A. Alhilali, M. Saleh, and C. R. Cheeseman, “Hydrophobic concrete using waste paper sludge ash,” Cem. Concr. Res., vol. 70, pp. 9–20, 2015.
[19] F. Tittarelli and G. Moriconi, “The effect of silane-based hydrophobic admixture on corrosion of galvanized reinforcing steel in concrete,” Corros. Sci., vol. 52, no. 9, pp. 2958–2963, 2010.
[20] F. Tittarelli, “Oxygen diffusion through hydrophobic cement-based materials,” Cem. Concr. Res., vol. 39, no. 10, pp. 924–928, 2009.
[21] F. Tittarelli and G. Moriconi, “Comparison between surface and bulk hydrophobic treatment against corrosion of galvanized reinforcing steel in concrete,” Cem. Concr. Res., vol. 41, no. 6, pp. 609–614, 2011.
[22] F. Tittarelli, M. Carsana, and M. L. Ruello, “Effect of hydrophobic admixture and recycled aggregate on physical-mechanical properties and durability aspects of no-fines concrete,” Constr. Build. Mater., vol. 66, pp. 30–37, 2014.
[23] Y. G. Zhu, S. C. Kou, C. S. Poon, J. G. Dai, and Q. Y. Li, “Influence of silane-based water repellent on the durability properties of recycled aggregate concrete,” Cem. Concr. Compos., vol. 35, no. 1, pp. 32–38, 2013.
[24] V. Corinaldesi, “Combined effect of expansive, shrinkage reducing and hydrophobic admixtures for durable self compacting concrete,” Constr. Build. Mater., vol. 36, pp. 758–764, 2012.
[25] E. Vejmelková, D. Koňáková, M. Čáchová, M. Keppert, and R. Černý, “Effect of hydrophobization on the properties of lime-metakaolin plasters,” Constr. Build. Mater., vol. 37, pp. 556–561, 2012.
[26] ACI 212.3R-10. Report on Chemical Admixtures for Concrete, Chapter 15: Permeability
]27[ رامین ناصرالاسلامی، مهدی نعمتی چاری، مجتبی حاجی مهدی، محمدعلی یعقوبی. بررسی اثر استئارات ها بر مشخصات مکانیکی و دوام بتن. اولین کنفرانس ملی دوام بتن اردیبهشت 97.
]28[ بتن- اندازه گیری جریان اسلامپ بتن خودتراکم- روش آزمون- استاندارد ملی INSO 11270
]29[ بتن- اندازه گیری قابلیت عبور بتن خودتراکم با استفاده از حلقه جی- روش آزمون- استاندارد ملی INSO 11270.
]30 [آزمون بتن تازه- بتن خودتراکم- آزمون قیف وی شکل- استاندارد ملی INSO 3203-9
]31 [بتن تازه- وزن مخصوص- روش آزمون- استاندارد ملی ISIRI 3203-6
]32 [بتن سخت شده- تعیین مقاومت فشاری آزمونه ها- روش آزمون- استاندارد ملی INSO 1608-3
[33] ASTM C1585-13. Standard test method for measurement of the rate of absorption of water by hydraulic cement. American Society for Testing and Materials. 2013.
[34] BS-EN 1881-122. Testing concrete- Part 122: Method for determination of water absorption. 2011.
[35] NT BIULD 492. Chloride Migration Coefficient from non-steady state migration experiment. 1999
[36] AASHTO T358-17. Standard Method of Test for Surface Resistivity indicating Concrete’s Ability to Resist Chloride Ion Penetration. Standard by American Association of State and Highway Transport Officials, 2017.
]37 [سنگدانه های بتن- ویژگی ها- استاندارد ملی 302 تجدید نظر سوم-INSO 302