تعداد نشریات | 161 |
تعداد شمارهها | 6,532 |
تعداد مقالات | 70,503 |
تعداد مشاهده مقاله | 124,121,481 |
تعداد دریافت فایل اصل مقاله | 97,228,529 |
The Effect of Hydrophobic Amorphous Carbon Powder on the Compressive Strength, Water Absorption and Rheological Attributes of Cement Mortar | ||
Civil Engineering Infrastructures Journal | ||
دوره 55، شماره 1، شهریور 2022، صفحه 109-120 اصل مقاله (971.88 K) | ||
نوع مقاله: Research Papers | ||
شناسه دیجیتال (DOI): 10.22059/ceij.2021.311895.1716 | ||
نویسندگان | ||
Alireza Haji Hossein1؛ Hamidreza Bigdeli1؛ Fardad Mokhtari1؛ Sepehr Jahantab1؛ Asghar Habibnejad korayem* 2 | ||
1B.Sc. Student, School of Civil Engineering, Iran University of Science and Technology, Tehran, Iran. | ||
2Associate Professor, School of Civil Engineering, Iran University of Science and Technology, Tehran, Iran. | ||
چکیده | ||
In this paper, the feasibility of employing amorphous carbon powder as a viable degradation inhibitor for cement mortars made with siliceous aggregates was investigated. Amorphous carbon powder is a by-product of the paraffin industry and was replaced by 0, 4, 6 and 8% of aggregate. Mechanical strength, rheology and water absorption were analyzed considering three common physical factors of concrete namely strength, workability and durability. Mechanical properties of mixtures were obtained using flexural and compressive strengths and rheological attributes were collected through flow table test. Results revealed that adding amorphous carbon powder to the bulk cement mortar could enhance the strength and durability of cement mortar. Replacing 8 wt.% of siliceous aggregate dust filler by amorphous carbon powder caused an increment about twofold in the 28-day compressive strength and reduction of the flow table results by about 20% compared to those of the control mixture. Moreover, hydrophobicity and impermeability properties of amorphous carbon -modified cement mortars, resulted in reduced moisture susceptibility. | ||
کلیدواژهها | ||
Amorphous Carbon؛ Cement Composites؛ Durability؛ Permeability | ||
مراجع | ||
Abdulrahman, S., Ismail, M., Zaimi, M. and Majid, A. (2014). “Green Bambusa Arundinacea leaves extract as a sustainable corrosion inhibitor in steel reinforced concrete”, Journal of Cleaner Production, 67, 139-146.
Al-Kheetan, M.J., Rahman, M.M. and Chamberlain, D.A. (2019). “Fundamental interaction of hydrophobic materials in concrete with different moisture contents in saline environment”, Construction and Building Materials, 207, 122-135.
Allen, R., Edwards, S. and Shaw, J. (1993). The repair of concrete structures, CRC Press, 2nd Edition, 37-54.
Ann, K.Y. and Song, H.W. (2007). “Chloride threshold level for corrosion of steel in concrete”, Corrosion Science, 49, 4113-4133.
Arabzadeh, A., Ceylan, H., Kim, S., Gopalakrishnan, K. and Sassani, A. (2016). “Superhydrophobic coatings on asphalt concrete surfaces: Toward smart solutions for winter pavement maintenance”, Transportation Research Record, 2551(1), 10-17.
Asipita, S.A., Ismail, M., Abd Majid, M.Z., Abdul Majid, Z., Abdullah, C. and Mirza, J. (2014). “Green Bambusa Arundinacea leaves extract as a sustainable corrosion inhibitor in steel reinforced concrete”, Journal of Cleaner Production, 67, 139-146.
ASTM C230. (2020). Standard specification for flow table for use in tests of hydraulic cement, American Society for Testing and Materials (ASTM), West Conshohocken, PA.
ASTM C1585. (2020). Standard test method for measurement of rate of absorption of water by hydraulic-cement concretes, American Society for Testing and Materials (ASTM), West Conshohocken, PA.
ASTM C349. (2018). Standard test method for compressive strength of hydraulic-cement mortars (using portions of prisms broken in flexure), American Society for Testing and Materials (ASTM), West Conshohocken, PA.
ASTM C642. (2013). Standard test method for density, absorption, and voids in hardened concrete 1, American Society for Testing and Materials (ASTM), West Conshohocken, PA.
Bamforth, P., Price, W. and Emerson, M. (1997). “International review of chloride ingress into structural concrete”, TRL Report, 359.
Basheer, L., Kropp, J. and Cleland, D.J. (2001). “Assessment of the durability of concrete from its permeation properties: A review”, Construction and Building Materials, 15, 93-103.
Berke, N.S. and Hicks, M.C. (2004). “Predicting long-term durability of steel reinforced concrete with calcium nitrite corrosion inhibitor”, Cement and Concrete Composites, 26, 191-198.
BS 196-1. (2005). Methods of testing cement, Part1: Determination of strength, British Standard European Norm (BS EN), Chiswick, London.
Chieng, B.W., Ibrahim, N.A., Daud, N.A. and Talib, Z.A. (2018). “Functionalization of graphene oxide via gamma-ray irradiation for hydrophobic materials”, Synthesis, Technology and Applications of Carbon Nanomaterials, Chapter 8, 177-203.
Collepardi, M. (2003). “A state-of-the-art review on delayed ettringite attack on concrete”, Cement and Concrete Composites, 25(4-5), 401-407.
Coppola, L., Bellezze, T., Belli, A., Bignozzi, M.C., Bolzoni, F., Brenna, A., Cabrini, M., Candamano, S., Cappai, M., Caputo, D., Carsana, M., Casnedi, L., Cioffi, R., Cocco, O., Coffetti, D., Colangelo, F., Coppola, B., Corinaldesi, V., Crea, F. and Yang, F. (2018). “Binders alternative to Portland cement and waste management for sustainable construction, Part 2”, Journal of Applied Biomaterials and Functional Materials, 16(4), 207-221.
De Weerdt, K., Colombo, A., Coppola, L., Justnes, H. and Geiker, M.R. (2015). “Impact of the associated cation on chloride binding of Portland cement paste”, Cement and Concrete Research, 68, 196-202.
FHWA. (1999). Building more durable bridges, Federal Highway Administration (FHWA), District of Columbia, WA.
FHWA. (2019). FHWA FY 2020 budget, I-3, Federal Highway Administration (FHWA), District of Columbia, WA.
Ghasemalizadeh, S. and Toufigh, V. (2020). “Durability of rammed earth materials”, International Journal of Geomechanics, 20(11), 1-16.
Glass, G.K. and Buenfeld, N.R. (2000). “Chloride-induced corrosion of steel in concrete”, Progress in Structural Engineering and Materials, 2, 448-458.
Habibnejad Korayem, A., Ziari, H., Hajiloo, M. and Moniri, A. (2018). “Rutting and fatigue performance of asphalt mixtures containing amorphous carbon as filler and binder modifier”, Construction and Building Materials, 188, 905-914.
Homan, L., Ababneh, A.N. and Xi, Y. (2016). “The effect of moisture transport on chloride penetration in concrete”, Construction and Building Materials, 125, 1189-1195.
Hooton, R.D. (2019). “Future directions for design, specification, testing, and construction of durable concrete structures”, Cement and Concrete Research, 124, 1-17.
Isteita, M. and Xi, Y. (2017). “The effect of temperature variation on chloride penetration in concrete”, Construction and Building Materials, 156, 73-82.
Kooshafar, M. and Madani, S.H. (2017). “Influential mechanisms and potential applications of nano-silicas in cement composites”, Civil Engineering Infrastructures Journal, 50(2), 375-393.
Kumar, M.P., Mini, K.M. and Rangarajan, M. (2018). “Ultrafine GGBS and calcium nitrate as concrete admixtures for improved mechanical properties and corrosion resistance”, Construction and Building Materials, 182, 249-257.
Lee, S.T. (2009). “Influence of recycled fine aggregates on the resistance of mortars to magnesium sulfate attack”, Waste Management, 29, 2385-2391.
Li, K., Zhang, D., Li, Q. and Fan, Z. (2019). “Durability for concrete structures in marine environments of HZM project: Design, assessment and beyond”, Cement and Concrete Research, 115, 545-558.
Liu, Z. and Hansen, W. (2016). “Effect of hydrophobic surface treatment on freeze-thaw durability of concrete”, Cement and Concrete Composites, 69, 49-60.
Madani, H. Ramezanianpour, A.A., Shahbazinia, M., Bokaeian, V. and Ahari, Sh. (2016). “The influence of ultrafine filler materials on mechanical and durability characteristics of concrete”, Civil Engineering Infrastructure Journal, 49(2), 251-262.
Mobasher, B. (2006). Modeling of stiffness degradation and expansion in cement based materials subjected to external sulfate attack, Transport properties and concrete quality, Materials Science of Concrete. The American Ceramic Society, John Willy & Sons. New Jersey, 157-171.
Mora, E., González, G., Romero, P. and Castellón, E. (2019). “Control of water absorption in concrete materials by modification with hybrid hydrophobic silica particles”, Construction and Building Materials, 221, 210-218.
Ormellese, M., Berra, M., Bolzoni, F. and Pastore, T. (2006). “Corrosion inhibitors for chlorides induced corrosion in reinforced concrete structures”, Cement and Concrete Research, 36, 536-547.
Parrott, L.J. (1992). “Water absorption in cover concrete”, Materials and Structures, 25, 284-292.
Qu, Z.Y. and Yu, Q.L. (2018). “Synthesizing super-hydrophobic ground granulated blast furnace slag to enhance the transport property of lightweight aggregate concrete”, Construction and Building Materials, 191, 176-186.
Samadi, D., Taghaddos, H., Nilli., M.H. and Noghabaei, M. (2021). “Development of a bridge maintenance system using bridge information modeling”, Civil Engineering Infrastructures Journal, 54(2), 351-364.
Schneider, C.A., Rasband, W.S. and Eliceiri, K.W. (2012). “NIH image to ImageJ: 25 years of image analysis” Nature Methods, 9(7), 671-675.
Shahbazi, R., Korayem, A.H., Razmjou, A., Duan, W.H., Wang, C.M. and Justnes, H. (2020). “Integrally hydrophobic cementitious composites made with waste amorphous carbon powder”, Construction and Building Materials, 233, 1-12.
Steiger, M. (2005). “Crystal growth in porous materials - II: Influence of crystal size on the crystallization pressure”, Journal of Crystal Growth, 282, 470-481.
Taglieri, G., Daniele, V., Rosatelli, G., Sfarra, S., Mascolo, M.C. and Mondelli, C. (2017). “Eco-compatible protective treatments on an Italian historic mortar (XIV century)”, Journal of Cultural Heritage, 25, 135-141.
Tatematsu, H. and Sasaki, T. (2003). “Repair materials system for chloride-induced corrosion of reinforcing bars”, Cement and Concrete Composites, 25, 123-129.
Tittarelli, F. and Moriconi, G. (2011). “Comparison between surface and bulk hydrophobic treatment against corrosion of galvanized reinforcing steel in concrete”, Cement and Concrete Research, 41, 609-614.
Torii, K. and Kawamura, M. (1994). “Effects of fly ash and silica fume on the resistance of mortar to sulfuric acid and sulfate attack”, Cement and Concrete Research, 24, 361-370.
Wong, H.S., Barakat, R., Alhilali, A., Saleh, M. and Cheeseman, C.R. (2015). “Hydrophobic concrete using waste paper sludge ash”, Cement and Concrete Research, 70, 9-20.
Li, R.Y.M. (2018). An economic analysis on automated construction safety Internet of Things, Artificial Intelligence and 3D Printing, Springer.
Zhou, Y., Cai, J., Chen, R., Hou, D., Xu, J. and Lv, K. (2020). “The design and evaluation of a smart polymer-based fluids transport inhibitor”, Journal of Cleaner Production, 257, 1-12.
Zhou, Y., Cai, J., Hou, D., Chang, H. and Yu, J. (2020). “The inhibiting effect and mechanisms of smart polymers on the transport of fluids throughout nano-channels”, Applied Surface Science, 500, 1-10.
Ziari, H., Habibnejad Korayem, A., Hajiloo, M., Nakhaei, M., Razmjou, A. and Divandari, H. (2017a). “Evaluating the effect of amorphous carbon powder on moisture susceptibility and mechanical resistance of asphalt mixtures”, Construction and Building Materials, 152, 182-191.
Ziari, H., Habibnejad Korayem, A. Hajiloo, M., Nakhaei, M., Razmjou, A. and Divandari, H. (2017b). “Evaluating the effect of amorphous carbon powder on moisture susceptibility and mechanical resistance of asphalt mixtures”, Construction and Building Materials, 152, 182-191. | ||
آمار تعداد مشاهده مقاله: 1,258 تعداد دریافت فایل اصل مقاله: 926 |