بررسی عملکرد مکانیکی و دوامی بتن خودتراکم حاوی سیمان آمیخته چند پوزولانی

نوع مقاله : پژوهشی اصیل (کامل)

نویسندگان
1 دانشجوی کارشناسی ارشد، دانشکده مهندسی عمران، دانشکدگان فنی دانشگاه تهران، تهران، ایران
2 دانشیار دانشکده مهندسی عمران، دانشکدگان فنی دانشگاه تهران، تهران، ایران
3 استاد دانشکده مهندسی عمران، دانشکدگان فنی دانشگاه تهران، تهران، ایران
چکیده
یکی از راهکارهای مناسب برای کاستن از تولید کربن‌دی‌اکسید ناشی از تولید سیمان، استفاده از پوزولان‌‌ها به جای بخشی از سیمان است. استفاده از پوزولان‌ها در سیمان آمیخته دوگانه (یک پوزولان در کنار سیمان)، در عمده موارد منجر به بهبود دوام بتن می‌شود. یکی از کاربردهای گسترده پوزولان‌ها در بتن خودتراکم است، بتنی که در سال‌های اخیر به جهت ویژگی‌هایش، مورد اقبال قرار گرفته است. در پژوهش‌های جدید بر روی استفاده از سیمان آمیخته سه‌گانه (دو نوع پوزولان در کنار سیمان)، بهبود قابل توجه خواص دوامی بتن خودتراکم نسبت به سیمان آمیخته دوگانه مشاهده شد. اما تحقیقات درباره سیمان آمیخته سه‌گانه و خصوصا سیمان آمیخته چهارگانه (سه نوع پوزولان در کنار سیمان) محدود بوده است. در حالیکه که انتظار می‌رود سیمان آمیخته چهارگانه جدای از مزیت‌های زیست‌محیطی قابل ملاحظه، به بهبود دوام بتن کمک کنند. بنابراین هدف از این پژوهش، مطالعه تاثیر استفاده از سیمان آمیخته دوگانه، سه‌گانه و چهارگانه بر خواص دوامی بتن خودتراکم می‌باشد. به این منظور، از پوزولان‌های تراس و پومیس هر کدام با مقادیر جایگزینی 0، 10 و 20% ، در کنار 10% میکروسیلیس به صورت ثابت استفاده شد. آزمایش‌های مقاومت فشاری، آزمایش فراصوت ، عمق نفوذ آب، جذب آب حجمی، مقاومت الکتریکی و مقاومت در برابر نفوذ یون کلراید تسریع شده، انجام شد. نتایج نشان دادند که استفاده از سیمان آمیخته سه‌گانه و چهارگانه منجر به کاهش مقاومت فشاری و کاهش جزئی سرعت فراصوت و حفظ یا بهبود دوام در بتن خودتراکم شد. عملکرد سیمان آمیخته سه‌گانه در نتایج آزمایش‌های مقاومت فشاری، آزمایش فراصوت و عمق نفوذ نسبت به سیمان آمیخته چهارگانه به صورت جزئی بهتر بود. در حالی که سیمان آمیخته چهارگانه مقاومت در برابر نفوذ یون کلراید را نسبت به سیمان آمیخته دوگانه و سه‌گانه بهبود قابل توجهی داد. همچنین، همه طرح‌ها، جذب آب حجمی و مقاومت الکتریکی مشابه مطلوبی داشتند.

کلیدواژه‌ها

موضوعات


عنوان مقاله English

Investigation on Mechanical and Durability Aspects of SCC Containing Pozzolanic Blends

نویسندگان English

A. Maleki 1
A.M. Ramezanianpour 2
I. Mahmoudzadeh Kani 3
1 M.Sc. Candidate, school of Civil Engineering, College of Engineering, University of Tehran, Tehran, Iran
2 Associate professor, school of Civil Engineering, College of Engineering, University of Tehran, Tehran, Iran
3 Professor, school of Civil Engineering, College of Engineering, University of Tehran, Tehran, Iran
چکیده English

Cement production is responsible for consuming 13% of energy along with producing 7% of CO2 worldwide. Using supplementary cementitious materials (SCMs) such as pozzolans could be helpful in this regards, while it could potentially improve the properties of concrete. The results of previous investigations have illustrated the fact that pozzolans partially replacing cement as binaries (one pozzolan along with cement), resulted in the improvement of concrete's durability parameters in many cases. On the other hand, one of the main uses of pozzolans is in self-consolidating concrete (SCC), a special concrete that has gain attention and popularity in recent years due to its specific properties. Recent studies on SCC containing ternary (two pozzolans along with cement) blends revealed impressive improvements in the mechanical and specially durability properties, outperforming both binaries and non-pozzolanic mixes. This was attributed to the fact that using pozzolans resulted in great decrease in permeability caused by their filler effect along with transformation of CH to CSH or CASH. Also their high blain causes significant improvement in the pore structure of concrete. In this context, capillary pores increase in number, each with much lower volume and diameter compared to non-pozzolanic samples. Another consequence of using these materials is less porosity of the interfacial transition zone (ITZ). Overall, the numerous beneficial effects of using pozzolans in concrete is well-established, and this could promote the use of more pozzolans in concrete.

Nevertheless, there has few investigations concerning the effects of ternary mixes on the durability of SCC, and studying the properties of quadratics mixes (three pozzolans along with cement) has been rarely done. On this basis, the purpose of this research was to study the effects of using binary, ternary and quadratic blends on durability characteristics of SCC. In this regards, two natural pozzolan, namely trass and pumice, were used as cement replacements at 0, 10 and 20% levels in mixes containing 10% silica fume. Various tests on the fresh properties of SCC including slump flow as flow ability and J ring as filling ability test were performed. As for hardened concrete, the 28 day compressive strength, velocity of ultrasonic pulses in concrete, water absorption, depth of penetration of water under pressure, Surface Resistivity toward Chloride Ion Penetration and rapid chloride penetration (RCPT) tests were considered.

The results showed that binaries, only in compressive strength and to some extent in pulse velocity performed better compared to ternaries and quadratics. Also, it was concluded that ternaries slightly outperformed quadratics in terms of compressive strength, pulse velocity, and water penetration tests, whereas quadratics generally had slight superiority over ternaries in terms of electrical resistivity and rapid chloride penetration. Overall, choosing the best performance for each test result, using ternaries and quadratics decreased compressive strength, pulse velocity, water absorption, water penetration and rapid chloride penetration by 5%, 3%, 15%, 61%, 71% respectively, while increased electrical resistivity by 55% compared to binary mixture. In addition, all mixtures had desirable, water absorption below 2% and binaries, ternaries and quadratics had similar results with no significant differences.

کلیدواژه‌ها English

SCC
binary blend
ternary blend
quadratic blend
durability
[1] Ali M, Saidur R, Energy MH-R and S, 2011 undefined. A review on emission analysis in cement industries. Elsevier. Available from: https://www.sciencedirect.com/science/article/pii/S1364032111000566
[2] Standard specification for coal fly ash and raw or... - Google Scholar Available from: https://scholar.google.com/scholar?hl=en&as_sdt=0%2C5&q=Standard+specification+for+coal+fly+ash+and+raw+or+calcined+natural+pozzolana+for+use+in+concrete&btnG=
[3] Ma A, Abba SI, Nuruddeen MM. Self-Compacting Concrete – A Review. 2017.
[4 ] Okumara H, Ouchi M. Self-compacting concrete development, present use and future. 1st Int RILEM Symp Self-Compacting Concr. 1999;3–14. Available from: https://books.google.com/books?hl=fa&lr=&id=D4Vn96zmWuwC&oi=fnd&pg=PA3&ots=dtMWyFnCmX&sig=fl4FKxWkKQCv4qx3zgkd93VCUKs
[5 ] 237 ACIC. 237R-07: Self-Consolidating Concrete. Tech Doc.
[6] Ramezanianpour A, Zolfagharnasab A, Bahmanzadeh F, Pourebrahimi M. Assesment of trass pozzolan performance in mechanical and durability behaviour of SCC. Tabriz, Tenth international congress of civil engineering. Faculty of civil engineering.2015. P8 in persion.
[7] Benli A, Karataş M, Sastim MV. Influence of ground pumice powder on the bond behavior of reinforcement and mechanical properties of self-compacting mortars. Comput Concr 2017 20[3]:283–90. Available from: https://www.sciencedirect.com/science/article/pii/S0950061817311273?casa_token=KTQBP_RkrmgAAAAA:I4_HGj9krQUewoK6IowrL-QPfDPCA9Sevil0bimTnrS6gxxF4V3FC0FnoDlt0ZhjE6dMbe75_cI
[8] Tarighat A, Kooshky jahromi A, Amirkabir, 2021, Effect of natural taftan pumice powder on mechanical and durability characteristics.
iranjournals.nlai.ir in persion. https://iranjournals.nlai.ir/handle/123456789/803238
[9] Bani Ardalan R, Joshaghani A, Hooton RD. Workability retention and compressive strength of self-compacting concrete incorporating pumice powder and silica fume. Constr Build Mater. 2017;134:116–22.
[10] Askarian M, Fakhretaha Aval S, Joshaghani A. A comprehensive experimental study on the performance of pumice powder in self-compacting concrete [SCC]. J Sustain Cem Mater. 2018 Nov 2;7[6]:340–56.
[11] Ramezanianpour A, Building and housing research center of Tehran: 1998. durability of concrete and role of pozzolanic cement. (Ramezanianpour A, Peydayesh M), library and center of scientific documents of Amirkabir,in persion. http://www.lib.ir/book/60176510/
[12] Askarian M, Fakhretaha Aval S, Joshaghani A. A comprehensive experimental study on the performance of pumice powder in self-compacting concrete ]SCC]. J Sustain Cem Mater. 2018;7[6]:340–56. Available from: https://doi.org/10.1080/21650373.2018.1511486
[13] Ramezanianpour A, Samadian M, Mahdikhani M. Engineering properties and durability of selfconsolidating concretes [SCC] containing volcanic pumice ASH. ASIAN J Civ Eng [BUILDING Hous. 2012 13[4]. Available from: https://www.sid.ir/en/journal/ViewPaper.aspx?id=247041
[14] Madani H, Norouzifar MN, Rostami J. The synergistic effect of pumice and silica fume on the durability and mechanical characteristics of eco-friendly concrete. Constr Build Mater. 2018 :174:356–68. Available from: https://www.sciencedirect.com/science/article/pii/S0950061818308687?casa_token=O29RHJeBWkMAAAAA:5blO5I_7CqfjYOVTZW_eJFVQIQ_wUoGIXTvdsAea1J1rZEC7wFvte6GiRodpgzPtcQB_LCo
[15] Nehdi M, Pardhan M, Koshowski S. Durability of self-consolidating concrete incorporating high-volume replacement composite cements. Cem Concr Res. 2004 Nov 1;34(11):2103–12.
[16] Fonseca T V., dos Anjos MAS, Ferreira RLS, Branco FG, Pereira L. Evaluation of self-compacting concretes produced with ternary and quaternary blends of different SCM and hydrated-lime. Constr Build Mater. 2022 Feb 21;320:126235.
[17] Guo Z, Jiang T, Zhang J, Kong X, Chen C, Lehman DE. Mechanical and durability properties of sustainable self-compacting concrete with recycled concrete aggregate and fly ash, slag and silica fume. Constr Build Mater. 2020 Jan 20;231:117115.
[18] Alaghebandian N, Mirvalad S, Javid AAS. Durability of self-consolidating concrete and mortar mixtures containing ternary and quaternary cement blends exposed to simulated marine environment. Constr Build Mater. 2020 Oct 30;259:119767
[19] ASTM Committee C09.47. ASTM C1611-09 Standard Test Method for Slump Flow of Self-Consolidating Concrete. Annu B ASTM Stand Vol 0402. 2009;i:1–6.
[20] ASTM C1621. C 1621M-09b “Standard Test Method for Passing Ability of Self-Consolidating Concrete by J-Ring.” Annu B ASTM Stand. 2014;i:5.
[21] ASTM C 311-04. Standard Test Methods for Sampling and Testing Fly Ash or Natural Pozzolans for Use in Portland-Cement Concrete. Annu B ASTM Stand. 2005;04.02:204–12.
[22] BS:1881-1983: Part 122. Testing concrete-Method for determination of water absorption. Br Stand. 2009;3[2014[:420–57.
[23] BS 1881-116. Testing concrete - Part 116 : Method for determination of compressive strength of concrete cubes. Br Stand. 2010;2[2]:1–14.
[24] C597 – 02 Standard Standard Test Method for Pulse Velocity Through Concrete.
[25] Standard B. En 12390-8 Depth of penetration of water under pressure. 2009;8:10.
[26] AASHTO TP 95-11. Standard Test Method for Surface Resistivity Indication of Concrete’s Ability to Resist Chloride Ion Penetration. Aashto. 2011. p. 1–6.
[27] ASTM C1202. Standard Test Method for Electrical Indication of Concrete’s Ability to Resist Chloride Ion Penetration. Am Soc Test Mater. 2012;[C]:1–8.
[28] EFNARC. The European Guidelines for Self-Compacting Concrete. Eur Guidel Self Compact Concr. 2005; Available from: http://www.efnarc.org/pdf/SCCGuidelinesMay2005.pdf.
[29] Chapter 9 National Building Regulations, fifth generation, year 2019, 650 pages, in persion.
[30] Ebrahimi K, Daiezadeh MJ, Zakertabrizi M, Zahmatkesh F, Habibnejad Korayem A. A review of the impact of micro- and nanoparticles on freeze-thaw durability of hardened concrete: Mechanism perspective. Constr Build Mater. 2018;186:1105–13. Available from: https://doi.org/10.1016/j.conbuildmat.2018.08.029
[31] Hay R, Li J, Celik K. Influencing factors on micromechanical properties of calcium (alumino) silicate hydrate C-(A-)S-H under nanoindentation experiment. Cem Concr Res [Internet]. 2020;134(April):106088. Available from: https://doi.org/10.1016/j.cemconres.2020.106088
[32] Kupwade-Patil K, Al-Aibani AF, Abdulsalam MF, Mao C, Bumajdad A, Palkovic SD, et al. Microstructure of cement paste with natural pozzolanic volcanic ash and Portland cement at different stages of curing. Constr Build Mater [Internet]. 2016;113:423–41. Available from: http://dx.doi.org/10.1016/j.conbuildmat.2016.03.084