بررسی ویژگی های مکانیکی پوشش بتنی کانال های انتقال آب حاوی نانوذرات بامبو

نوع مقاله : مقاله پژوهشی

نویسندگان

1 استاد دانشگاه صنعتی اصفهان، دانشکده کشاورزی، گروه مهندسی آب

2 استادیار دانشگاه صنعتی اصفهان، دانشکده کشاورزی، گروه مهندسی آب.

3 استاد دانشگاه صنعتی اصفهان، دانشکده کشاورزی، گروه مهندسی آب.

4 دانش آموخته ارشد دانشگاه صنعتی اصفهان، دانشکده کشاورزی، گروه مهندسی آب

چکیده

تلاش به‌منظور کاهش هزینه اجرای کانال­های آبیاری ضمن حفظ خصوصیات، معیارهای فنی، جلوگیری از صدمات وارد بر این سازه، جلوگیری از نشت و هدر رفت آب در مراحل مختلف انتقال و توزیع آب بسیار مورد توجه پژوهشگران است. استفاده از مواد پوزولانی که بـه‌عنوان موادی ارزان قیمت جایگزین بخشی از سیمان شده و بنابراین موجب کاهش قیمـت تمـام شـده سـیمان مـی­گردد، یکی از راهکارها می­باشد­. یکی از گیاهان پرکاربرد در این زمینه، بامبو است. به‌همین دلیل، در این پژوهش، مقادیر 20 و 30 درصد ذرات بامبو در دو شکل طبیعی و در مقیاس نانو به جای سیمان جایگزین شد و ویژگی­های بتن حاصله از جهت مقاومت فشاری، کششی، دوام در محیط سولفاته و مدول الاستیسیته بررسی شد. مقاومت فشاری و کششی بتن کنترل در دوره 128 روزه، به‌ترتیب 11/289، 97/33 کیلوگرم بر سانتی­متر مکعب بود و در همه نمونه ها با افزایش سن بتن افزایش یافت. اما تنها نمونه حاوی 20 درصد از نانو ذرات بامبو، عملکردی مشابه بتن کنترل داشت. در محیط سولفاته بتن کنترل بیشترین کاهش وزن را با 43/4 درصد داشت که بیانگر دوام بهتر نمونه‌های ساخته شده با پوزولان بامبو است. مدول الاستیسیته نیز در نمونه‌های حاوی ذرات بامبو حداقل 6/38 درصد کمتر از نمونه کنترل بود. در نهایت می­توان ادعا نمود که نمونه حاوی 20 درصد نانو ذرات بامبو پتانسیل استفاده به‌عنوان مواد پرکننده درزهای انبساط و انقباض کانال­های بتنی انتقال آب را دارا می­باشد، زیرا مقاومت فشاری، کششی، دوام و الاستیسیته بتن را بهبود بخشید.

کلیدواژه‌ها

موضوعات


عنوان مقاله [English]

Investigation of mechanical properties of concrete lining of water conveyance channels containing bamboo nanoparticles

نویسندگان [English]

  • Jahangir Abedi Koupai 1
  • Alireza Gohari 2
  • Saeid Eslamian 3
  • Armita Motamedi 4
1 Professor, Isfahan University of Technology, College of Agriculture, Water Resources Engineering Department,
2 Assistant Professor, Isfahan University of Technology, College of Agriculture, Water Resources Engineering Department.
3 Professor, Isfahan University of Technology, College of Agriculture, Water Resources Engineering Department.
4 Former MSc Student, Isfahan University of Technology, College of Agriculture, Water Resources Engineering Department.
چکیده [English]

The use of practical methods for increasing water conveyance efficiency and optimal use of limited water resources is vital, especially in the world's arid regions, where water scarcity is always a concern. In that respect, efforts to reduce the cost of irrigation canals while maintaining the characteristics, technical standards, prevent damage to the structure, prevent leakage and loss of water at different stages of water transfer and distribution are of great interest to researchers (Abbasi, 2011). One of the solutions is to use pozzolanic materials, which replace a part of cement as cheap materials and thus reduce the finished price of cement. Changes in concrete fluidity and plastic behavior and hydration of cement are the most important physical changes that a pozzolan creates in concrete. Moreover, it can improve the strength and permeability of hardened concrete, resistance to thermal cracks, sulfates, and expansion (Luhar et al., 2019). Regarding using pozzolans to strengthen concrete, one of the most widely used plants in this field is bamboo. Bamboo is a plant that grows in tropical, subtropical and even temperate regions and any favourable regions in terms of ecological factors. On average, 20 million tons of this plant are produced annually in Asian and Latin American countries, which indicates its availability (Frías et al., 2012). Based on observations, Bamboo fibers increase the water absorption ratio (Xie et al., 2015). Furthermore, with the increase in the percentage of bamboo fiber, porosity is also growing (Da Costa Correia et al., 2014). However, Xie et al. (2015) stated that more than 25 to 35% of fiber use reduces stiffness (Xie et al., 2015). Taking these features into consideration, this study aimed to evaluate improvements in compressive strength, tensile strength, durability and elasticity of concrete with bamboo pozzolans.

کلیدواژه‌ها [English]

  • Elasticity
  • Compressive and tensile strength
  • Concrete
  • Pozzolan
1- Abbasi, N., 2011. The role of anions in the dispersion potential of clayey soil. Journal of Agricultural Engineering Research, 12(3), pp.15-30. (In Persian)
 
2- Abedi-Koupai, J., 2007. The application of nano technology in environment. In the 1st Conference on the Application of Nano-technology in Environment, Isfahan University of Technology, Iran. (In Persian)
 
3- Ademola, S. and Buari, T., 2014. Behaviour of bamboo leaf ash blended cement concrete in sulphate environment. IOSR Journal of Engineering, 4(6), pp.1-8.
 
4- Ataie, F. F. and Riding, K. A., 2013. Thermochemical preSamples for agricultural residue ash production for concrete. Journal of Materials in Civil Engineerin, 25, pp.1703-1711.  Doi: 10.1061/(ASCE)MT.1943-5533.000072.
 
5- Augustine, A. and Michael, T., 2016. Partial Replacement of cement with corn cob ash. International Journal for Innovative Research in Multidisciplinary Field, 2, pp.159-166.
 
6- Da Costa Correia, V., Santos, S. F., Mármol, G., Da Silva Curvelo, A. A. and Savastano Jr, H., 2014. Potential of bamboo organosolv pulp as a reinforcing element in fiber–cement materials. Construction and Building Materials, 72, pp.65-71. Doi: 10.1016/j.conbuildmat.2014.09.005.
 
7- Dhinakaran, G. and Gangava, H. C., 2016. Compressive Strength and Durability of Bamboo Leaf Ash Concrete. Jordan Journal of Civil Engineering, 10(3), pp.279-289.
 
8- Eisa, A., 2014. Properties of concrete incorporating recycled post-consumer environmental wastes. International Journal of Concrete Structures and Materials, 8, pp.251-258.
 
9- Frías, M., Savastano, H., Villar, E., De Rojas, M. I. S. and Santos, S., 2012. Characterization and properties of blended cement matrices containing activated bamboo leaf wastes. Cement and Concrete Composites, 34, pp.1019-1023. Doi: 10.1016/j.cemconcomp.2012.05.005.
 
10- Ikumapayi, C. M. and Akingbonmire, S. L., 2017. Effects of Elevated Temperature on Splitting Tensile Strength of OPC and BLA Pozzolanic Concrete and Mortar. FUOYE Journal of Engineering and Technology, 2(1), pp.124-128.
 
11- Kumarasamy, K., Shyamala, G. and Gebreyowhanse, H., 2020. Strength Properties of Bamboo Fiber Reinforced Concrete. In International Conference on Recent Advancements in Engineering and Management, Warangal, India.
 
12- Luhar, S., Cheng, T.-W. and Luhar, I., 2019. Incorporation of natural waste from agricultural and aquacultural farming as supplementary materials with green concrete: A review. Engineering, 175, pp.107076. Doi: 10.1016/j.compositesb.2019.107076.
 
13- Pekmezci, B. and Akyüz, S., 2004. Optimum usage of a natural pozzolan for the maximum compressive strength of concrete. Cement and Concrete Research, 34, pp.2175-2179. Doi: 10.1016/j.cemconres.2004.02.008.
 
14- Shitote, S., Onikeku, O., Mwero, J. and Adedeji, A., 2019. Evaluation of Characteristics of Concrete Mixed with Bamboo Leaf Ash. The Open Construction and Building Technology Journal, 13, pp.67-80.
 
15- Silva, L. H. P., Tamashiro, J. R., De Paiva, F. F. G., Dos Santos, L. F., Teixeira, S. R., Kinoshita, A. and Antunes, P. A., 2021. Bamboo leaf ash for use as mineral addition with Portland cement. Journal of Building Engineering, 42, pp.102769. Doi: 10.1016/j.jobe.2021.102769.
 
16- Vice presidency for strategic planning and supervision., 2013. Review of General Technical Specification for Irrigation and Drainage Systems In, Report n. 108. (In Persian)
 
17- Umoh, A. A. and Odesola, I. A., 2015. Characteristics of bamboo leaf ash blended cement paste and mortar. Civil Engineering Dimension, 17, pp.22-28.
 
18- Villar-Cociña, E., Morales, E. V., Santos, S. F., Savastano Jr, H. and Frías, M., 2011. Pozzolanic behavior of bamboo leaf ash: Characterization and determination of the kinetic parameters. Cement and Concrete Composites, 33, pp.68-73. Doi: 10.1016/j.cemconcomp.2010.09.003.
 
19- Xie, X., Zhou, Z., Jiang, M., Xu, X., Wang, Z. and Hui, D., 2015. Cellulosic fibers from rice straw and bamboo used as reinforcement of cement-based composites for remarkably improving mechanical properties. Engineering, 78, pp.153-161. Doi: 10.1016/j.compositesb.2015.03.086.
 
20- Yusra, A., Triwulan, T., Safriani, M. and Ikhsan, M., 2020. Use of bamboo fiber on the relationship between compressive strength and split tensile strength of high strength concrete. In the IOP Conference Series: Materials Science and Engineering, Banda, Indonesia.