بررسی آزمایشگاهی تاثیر دمای بالا بر سرعت عبور امواج اولتراسونیک (UPV) در بتن سرباره قلیافعال مصرفی در روسازی

نوع مقاله : مقاله پژوهشی

نویسندگان

1 دانشجوی دکتری عمران سازه، گروه مهندسی عمران، واحد چالوس، دانشگاه آزاد اسلامی، چالوس، ایران

2 گروه مهندسی عمران، واحد چالوس، دانشگاه آزاد اسلامی، چالوس، ایران

3 گروه مهندسی عمران، واحد لاهیجان، دانشگاه آزاد اسلامی، لاهیجان، ایران

چکیده

در این پژوهش آزمایشگاهی به بررسی سرعت عبور امواج اولتراسونیک (UPV) در بتن سرباره قلیافعال سرباره ای مصرفی در روسازی، تحت حرارت بالا در سن عمل آوری 90 روزه پرداخته شد، در ادامه با انجام آزمون تصویر برداری میکروسکوپ الکترونیک روبشی (SEM) در بتن، به آنالیز و بررسی هم پوشانی نتایج پرداخته شد. در این راستا یک طرح اختلاط از بتن کنترل و سه طرح اختلاط از بتن سرباره قلیافعال سرباره ای حاوی 0، 4 و 8 درصد نانوسیلیس ساخته شد. سپس طرح بهینه حاصل از نتایج آزمون ها، از بین سه طرح بتن سرباره قلیافعال انتخاب گردید و به میزان 1 و 2 درصد الیاف پلی الفین به آن اضافه گردید و دو طرح دیگر از بتن سرباره قلیافعال ساخته شد، نمونه های جدید تحت دمای اتاق و حرارت بالا مورد آزمون UPV و SEM و آنالیز قرار گرفتند. نتایج حاصله حاکی از بهبود 11 درصدی (طرح3 نسبت به طرح2) سرعت عبور امواج اولتراسونیک با افزودن نانوسیلیس به بتن سرباره قلیافعال در دمای اتاق بود، اما حضور الیاف پلی الفین موجب افت UPV به میزان 12 درصدی (طرح6 نسبت به طرح3) گردید. اعمال حرارت بالا در بتن اثرات مضری در نتایج آزمون UPV و SEM به همراه داشت، بطوریکه کمترین و بیشترین میزان افت در سرعت عبور امواج اولتراسونیک در نمونه های بتنی به مقدار 37 و 46 درصد به ترتیب متعلق به طرح1 (حاوی بتن معمولی) و طرح2 (بتن سرباره قلیافعال فاقد نانوسیلیس) بدست آمد. بررسی های ریزساختاری از SEM، نشان از هماهنگی و هم پوشانی نتایج حاصله در این پژوهش داشت.

کلیدواژه‌ها

موضوعات


عنوان مقاله [English]

Experimental study of the effect of high temperature on the passage speed of Ultrasonic Pulse Velocity (UPV) in alkaline slag concrete used in pavement

نویسندگان [English]

  • mohammadhossein mansourghanaei 1
  • Morteza Biklaryan 2
  • Alireza Mardookhpour 3
1 Ph.D Student in Civil Engineering, Department of Civil Engineering, Chalous Branch, Islamic Azad University, Chalous, Iran
2 Department of Civil Engineering, Chalous Branch, Islamic Azad University, Chalous, Iran
3 Department of Civil Engineering, Lahijan Branch, Islamic Azad University, Lahijan, Iran
چکیده [English]

In this laboratory study, Ultrasonic Pulse Velocity (UPV) was investigated in high-temperature slag slag concrete used in pavement at high temperature at 90-day curing age, followed by scanning electron microscopy (SEM) imaging test in concrete. The overlap of the results was analyzed and investigated. In this regard, one mixing design was made of control concrete and three mixing designs were made of low-slag slag concrete containing 0, 4 and 8% nanosilica. Then, the optimal design obtained from the test results was selected from three designs of alkaline slag concrete and 1 and 2% of polyolefin fibers were added to it, and two other designs were made of alkaline slag concrete, new samples under room temperature and High temperatures were subjected to UPV, SEM and analysis. The results showed an 11% improvement (Scheme 3 compared to Scheme 2) in the passage of ultrasonic waves by adding nanosilica to alkaline slag concrete at room temperature, but the presence of polyolefin fibers reduced the UPV by 12% (Scheme 6 compared to Scheme 3). High heat application in concrete had harmful effects on the results of UPV and SEM test, so that the lowest and highest rate of decrease in ultrasonic wave velocity in concrete samples of 37 and 46%, respectively, belong to plan 1 (containing ordinary concrete) and plan 2. (Alkaline slag concrete without nanosilica) was obtained. Microstructural studies of SEM showed the coordination and overlap of the results obtained in this study.

کلیدواژه‌ها [English]

  • Active alkali slag concrete
  • Nanosilica
  • Ultrasonic wave velocity (UPV)
  • Scanning electron microscope (SEM)
  • High temperature
Amiri, M. and Aryanpour, M. 2019. “The effects of high temperatures on concrete performance based on nanostructural changes in calcium silicate hydrate (C-S-H)”. Concrete Res., 12(4): 69-80.
Assaedi, H., Alomayri, T., Shaikh, F. and Low, I. M. 2019. “Influence of nano silica particles on durability of flax fabric reinforced geopolymer composites”. Mater., 12(9): 1459. ‏
Bahadori, H. and Hosseini, P. 2012. “Reduction of cement consumption by the aid of silica nano-particles (investigation on concrete properties)”. J. Civ. Eng. Manag., 18(3): 416-425. ‏
Bakhtiyari, S., Allahverdi, A., Rais-Ghasemi, M., Zarrabi, B. and Parhizkar, T. 2011. “Self-compacting concrete containing different powders at elevated temperatures–Mechanical properties and changes in the phase composition of the paste”. Thermochim. Acta, 514(1-2): 74-81.
Bazdar Ardebili, P., Pejmanzad, P. and Shamsaie, S. 2021. “Investigating the role of regional and international markets in attracting road transport in Iran”. J. Transport. Res., 18(4): 13-24. doi: 10.22034/tri.2021.273317.2871
Beigi, M. H., Berenjian, J., Omran, O. L., Nik, A. S. and Nikbin, I. M. 2013. “An experimental survey on combined effects of fibers and nanosilica on the mechanical, rheological, and durability properties of self-compacting concrete”. Mater. Design, 50: 1019-1029. ‏
Bosiljkov, V. B. 2003. “SCC mixes with poorly graded aggregate and high volume of limestone filler”. Cement Concrete Res., 33(9): 1279-1286. ‏
Brindley, G. 1975. “Thermal transformations of clays and layer silicates”. In: Proceedings of International Clay Conference, Applied Publishing Ltd., Wilmette, Illinois, USA.
Caetano, H., Ferreira, G., Rodrigues, J. and Pimienta, P. 2019. “Effect of the high temperatures on the microstructure and compressive strength of high strength fibre concretes”. Constr. Build. Mater., 199: 717-736.
Chellapandian, M., Mani, A. and Prakash, S. S. 2020. “Effect of macro-synthetic structural fibers on the flexural behavior of concrete beams reinforced with different ratios of GFRP bars”. Compos. Struct., 254: 112790.‏
Choubdar, A., Farajollahi, A. and Ameli, A. 2021. “Effect of polypropylene fiber on mechanical strength and durability of roller compacted concrete pavement containing convertor slag”. J. Transport. Res., 18(3): 133-152. doi: 10.22034/tri.2021.137310
Davidovits, J. 2008. “Geopolymer chemistry and application”. 2nd ed., Institut Géopolymère, France.
Deb, P., Nath, P. and Sarker, P. 2015. “Drying shrinkage of slag blended fly ash geopolymer concrete cured at room temperature”. Proc. Eng., 125: 594-600.
Deb, P. S., Sarker, P. K. and Barbhuiya, S. 2016. “Sorptivity and acid resistance of ambient-cured geopolymer mortars containing nano-silica”. Cement Concrete Compos., 72: 235-245. ‏
Ehsani, A., Nili, M. and Shaabani, K. 2017. “Effect of nanosilica on the compressive strength development and water absorption properties of cement paste and concrete containing Fly Ash”. KSCE J. Civ. Eng., 21(5): 1854-1865.
Ekinci, E., Türkmen, İ., Kantarci, F. and Burhan Karakoç, M. 2019. “The improvement of mechanical, physical and durability characteristics of volcanic tuff based geopolymer concrete by using nano silica, micro silica and styrene-butadiene latex additives at different ratios”. Constr. Build. Mater., 201: 257-267.
IS 13311-1. 1992. “Method of non-destructive testing of concrete, Part 1: Ultrasonic pulse velocity [CED 2: Cement and Concrete]”.
Kwan, W. H., Ramli, M., Kam, K. J. and Sulieman, M. Z. 2012. “Influence of the amount of recycled coarse aggregate in concrete design and durability properties”. Constr. Build. Mater., 26(1): 565-573. ‏
Li, H., Xiao, H., Yuan, J. and Ou, J. 2004. “Microstructure of cement mortar with nano-particles”. Compos. Part B: Eng., 35(2): 185-189.
Neupane, N., Chalmers, D. and Kidd, P. 2018. “High-strength geopolymer concrete-properties: Advantages and challenges”. Adv. Mater., 7(2): 15-25.
Nosrati, A., Zandi, Y., Shariati, M., Khademi, K., Aliabad, M., Marto, A. and Khorami, M. 2018. “Portland cement structure and its major oxides and fineness”. Smart Struct. Syst., 22(2): 425-432.
Parvar, M., Hassanvand, D., Khorsand, M., Tarahomi, F. 2021. “Investigation and analysis of the role of maritime transport sector on economic growth of Khuzestan province”. J. Transport. Res., 18(4): 85-98. doi: 10.22034/tri.2021.111710
Provis, J. L. and Van Deventer, J. S. 2009. “Introduction to geopolymers”. In: Geopolymers, Woodhead Publishing, pp. 1-11. ‏
Ren, W., Xu, J. and Bai, E. 2016. “Strength and ultrasonic characteristics of alkali-activated fly ash-slag geopolymer concrete after exposure to elevated temperatures”. J. Mater. Civ. Eng., 28(2): 04015124.‏
Sahmaran, M., Yurtseven, A. and Yaman, I. O. 2005. “Workability of hybrid fiber reinforced self-compacting concrete”. Build. Environ., 40(12): 1672-1677. ‏
Scrivener, K. and R. James, K. 2008. “Innovation in use and research on cementitious material”. Cement Concrete Res., 38(2): 128-136.
Vora, P. and Urmil V. D. 2013. “Parametric studies on compressive strength of geopolymer concrete”. Proc. Eng., 51: 210-219.