بررسی دوام در برابر سیکل‌های ذوب و یخ و مقاومت کششی بتن حاوی سیمان نانو لوله‌های کربنی

[1] Nili M, Moradi A. Monitoring the Electrical Resistance of Concrete During One Slow Freeze Thaw Cycle, A Method for Assessing The Water-Cement Ratio. Concrete Research. 2014 May 22;7(1):129-40 (In Persian).

[2] Siddique, R. and A. Mehta, Effect of carbon nanotubes on properties of cement mortars. Construction and Building Materials, 2014. 50: p. 116-129.

[3] SadrMomtazi A, Nasersaeed H. Multiscale modeling of the mechanical properties of carbon nanotube reinforced cement composites. Concrete Research. 2023 Mar 21;16(1):19-31 (In Persian).

[4] Mohammadi Janaki, A., G. Shafabakhsh, A. Hassani, Evaluation of Mechanical Properties and Durability of Concrete Pavement Containing Electric Arc Furnace Slag and Carbon Nanostructures. Journal of Rehabilitation in Civil Engineering, 2023. 11(1): p. 1-20.

[5] Locati, F., D. Falcone, and S. Marfil, Dedolomitization and alkali-silica reactions in low-expansive marbles from the province of Córdoba, Argentina. A microstructural and chemical study. Construction and Building Materials, 2014. 58: p. 171-181.

[6] Ouyang, W.-y., J.-k. Chen, and M.-q. Jiang, Evolution of surface hardness of concrete under sulfate attack. Construction and Building Materials, 2014. 53: p. 419-424.

[7] Harnik, A., U. Meier, and A. Roesli, Combined influence of freezing and deicing salt on concrete—Physical aspects, in Durability of building materials and components. 1980, ASTM International.

[8] Söylev, T. and T. Özturan, Durability, physical and mechanical properties of fiber-reinforced concretes at low-volume fraction. Construction and Building Materials, 2014. 73: p. 67-75.

[9] Nossoni, G. and R. Harichandran, Electrochemical-mechanistic model for concrete cover cracking due to corrosion initiated by chloride diffusion. Journal of Materials in Civil Engineering, 2011. 26(6): p. 04014001.

[10] Sun, Z. and G.W. Scherer, Effect of air voids on salt scaling and internal freezing. Cement and Concrete Research, 2010. 40(2): p. 260-270.

[11] Rahman, S. and Z. Grasley, A poromechanical model of freezing concrete to elucidate damage mechanisms associated with substandard aggregates. Cement and Concrete Research, 2014. 55: p. 88-101.

[12] Verbeck, G.J. and P. Klieger, Studies of'salt'scaling of concrete. Highway Research Board Bulletin, 1957(150).

[13] Richardson, A., K. Coventry, and S. Wilkinson, Freeze/thaw durability of concrete with synthetic fibre additions. Cold Regions Science and Technology, 2012. 83: p. 49-56.

[14] Sirisawat, I., et al., Durability and testing of mortar with interground fly ash and limestone cements in sulfate solutions. Construction and Building Materials, 2014. 64: p. 39-46.

[15] Fan, Y., et al., Effects of nano-kaolinite clay on the freeze–thaw resistance of concrete. Cement and Concrete Composites, 2015. 62: p. 1-12.

[16] Kosmatka, S.H., B. Kerkhoff, and W.C. Panarese, Design and control of concrete mixtures. 2011: Portland Cement Assoc.

[17] Makar, J., J. Margeson, and J. Luh, Carbon nanotube/cement composites-early results and potential applications. 2005.

[18] Fakhim, B., et al., Predicting the impact of multiwalled carbon nanotubes on the cement hydration products and durability of cementitious matrix using artificial neural network modeling technique. The Scientific World Journal, 2013. 2013.

[19] Makar, J.M. and G.W. Chan, Growth of Cement Hydration Products on Single‐Walled Carbon Nanotubes. Journal of the American Ceramic Society, 2009. 92(6): p. 1303-1310.

[20] Al-Rub, R.K.A., A.I. Ashour, and B.M. Tyson, On the aspect ratio effect of multi-walled carbon nanotube reinforcements on the mechanical properties of cementitious nanocomposites. Construction and Building Materials, 2012. 35: p. 647-655.

[21] Behfarnia, K. and N. Salemi, The effects of nano-silica and nano-alumina on frost resistance of normal concrete. Construction and Building Materials, 2013. 48: p. 580-584.

[22] Shah, S.P., M.S. Konsta-Gdoutos, and Z.S. Metaxa, Highly-dispersed carbon nanotube-reinforced cement-based materials. 2009, Google Patents.

[23] Sun, S., et al., In situ growth of carbon nanotubes/carbon nanofibers on cement/mineral admixture particles: A review. Construction and Building Materials, 2013. 49: p. 835-840.

[24] Sobolkina, A., et al., Dispersion of carbon nanotubes and its influence on the mechanical properties of the cement matrix. Cement and Concrete Composites, 2012. 34(10): p. 1104-1113.

[25] Gdoutos, E.E., et al., Advanced cement based nanocomposites reinforced with MWCNTs and CNFs. Frontiers of Structural and Civil Engineering, 2016. 10(2): p. 142-149.

[26] Carriço, A., et al., Durability of multi-walled carbon nanotube reinforced concrete. Construction and Building Materials, 2018. 164: p. 121-133.

[27] GHAEDI B, HASSANI A, FAKHIM B, NEZHADMOHAMADI H. Effect of Durability of Concrete, Containing Nanocarbon Cement Structures, on Weight Loss and Flexural Strength of Concrete Pavement, under Freeze-Thaw Cycle, Journal of Transportation Infrastructures Engineering, 2016; 1(4): 1-15 (In Persian).

[28] Arvaniti, E.C., et al., Physical characterization methods for supplementary cementitious materials. Materials and Structures, 2015. 48(11): p. 3675-3686.

[29] Goodhew, P.J., J. Humphreys, and R. Beanland, Electron microscopy and analysis. 2000: CRC Press.

[30] Stutzman, P.E., Scanning electron microscopy in concrete petrography. National Institute of Standards and Technology, 2001. 2.

[31] Marchand, J., et al., Influence of calcium hydroxide dissolution on the transport properties of hydrated cement systems. Reactions of calcium hydroxide in concrete. Westerville, OH: American Ceramic Society, 2001: p. 113-129.

[32] Mansoori B, Yousefinezhad H, Avaznejad F, Bazaee A. Investigating the Freezing Strength and Durability of Lightweight Concrete With Different Weight Ratios of Nano Montmorillonite and Microsilica. Amirkabir Journal of Civil Engineering. 2024 Jan 21;55(11):2263-84 (In Persian).