Assessment of Mechanical Properties of Environmentally Friendly Concrete with Emphasis on Selection of Optimal Mix Designs in Terms of Resistance and Economy

Document Type : Research Article

Authors

1 M.Sc., Faculty of Engineering, Lorestan University, Khorramabad, Iran

2 M.Sc., Faculty of Engineering, Lorestan University, Khorramabad, Iran.

Abstract

The main purpose of this study is to investigate the possibility of constructing environmentally friendly concrete. To achieve this purpose, the concrete waste was recycled and reused in constructing concrete. On the other hand, due to the high volume of environmental pollutants in the ordinary Portland cement (OPC) manufacturing process, OPC was replaced with ground granulated blast furnace slag (GGBFS). Therefore, this study was investigated the mixing designs by 0, 50 and 100% natural aggregates (NA) replaced with recycled concrete aggregates (RCA) and 0, 15, and 30% OPC with GGBFS. In addition, the mixing designs were reinforced with 0, 0.5, and 1% hooked-end steel fiber. In total, this study was investigated 27 different mix designs containing RCA, GGBFS, and steel fibers. Various tests such as slump, water absorption, UPV, compressive, splitting tensile, and flexural strength were performed on specimens. The results showed that using RCA and GGBFS had a negative effect on the workability and compressive strength of concrete. Finally, by economic analysis and optimization of mixing designs, it was concluded that it is justified in terms of resistance and economy to use RCA as a replacement for NA to 50% and the use of GGBFS as a replacement for OPC to 30%. Furthermore, the results showed that the weakness of using RCA and GGBFS can be compensated by adding steel fibers.

Keywords

Main Subjects


[1] C. Meyer, The greening of the concrete industry, Cement Concr. Compos, 31(8) (2009) 601–605.
[2] J. Xiao, H. Xie, C. Zhang, Investigation on building waste and reclaim in Wenchuan earthquake disaster area, Resour Conserv Recycl, 61 (2012) 109–17.
[3] E. Vazqnez, M. Bara, the influence of retained moisture in aggregates from recycling on the properties of new hardened concrete, Waste management, 16 (3) (1996) 113- 117.
[4] N.D. Oikonomou, Recycled concrete aggregates, Cem. Concr. Compos, 27(2) (2005) 315–318.
[5] H. Qasrawi, F. Shalabi, I. Asi, Use of low cao unprocessed steel slag in concrete as fine aggregate, Construction and Building Material, 23 (2009) 1118‐1125.
[6] A. Bouikni, R.N. Swamy, A. Bali, Durability properties of concrete containing 50% and 65% slag, Construction and Building Material, 23 (2009) 2836‐2845.
[7] N. Banthia, M. Sappakittipakom, Toughness enhancement in steel fiber reinforced concrete through fiber hybridization, Cement and Concrete Research, 39 (2007) 1366-1372.
[8] Z. Deng, J. Li, Tension and impact behaviors of new type fiber reinforced concrete, Cement Concrete Res, 25(15) (2005) 189–204.
[9] K. Aghaee, M.A. Yazdi, D. Tsavdaridis, Investigation into the mechanical properties of structural lightweight concrete reinforced with waste steel wires, Mag. Concr. Res, 67 (2014) 197–205.
[10] A. Ajdukiewicz, A. Kliszczewicz, Influence of recycled aggregates on mechanical. Properties of HS/HPC, Cement and Concrete Comp, 24 (2002) 79–269.
[11] V. Afroughsabet, L. Biolzi, T. Ozbakkaloglu, Influence of double hooked-end steel fibers and slag on mechanical and durability properties of high performance recycled aggregate concrete, Composite Structures, 181 (2017) 273-284.
[12] V. Bindiganavile, N. Banthia, Polymer and steel fiber-reinforced cementitious composites under impact loading_Part 2: Flexural toughness, ACI Materials Journal, 98(1) (2001) 17-24.
[13] S. Parviz, K. Ataullah, J.W. Hsu, Mechanical properties of concrete materials reinforced with polypropylene or polyethylene fibers, ACI Materials Journal, 89(6) (1992) 535-540.
[14] M. Batayneh, I. Marie, I. Asi, Use of selected waste material in concrete mixes, Waste Management, 27(12) (2007) 1870-1876.
[15] K. Celik, M.D. Jackson, M. Mancio, C. Meral, A.H. Emwas, P.K.Mehta, P.J.M. Monteiro, High-volume natural volcanic pozzolan and limestone powder as partial replacements for Portland cement in self-compacting and sustainable concrete, Cement and concrete composites, 45 (2014) 136-147.
[16] R. Yu, P. Spiesz, H.J.H. Brouwers, Development of an eco-friendly Ultra- High Performance Concrete (UHPC) with efficient cement and mineral admixtures uses, Cement and Concrete Composites, 55 (2015) 383-394.
[17] H.T. Le, H.M. Ludwig, Effect of rice husk ash and other mineral admixtures on properties of self-compacting high performance concrete, Materials & Design, 89 (2016) 156 - 166.
[18] M. Nehdi, J.D. Ladanchuk, Fiber synergy in fiber-reinforced self-consolidating concrete, ACI Materials Journal, 101(6) (2004) 508-517.
[19] M. Mastali, A. Dalvand, A. Sattarifard, The impact resistance and mechanical properties of the reinforced self-compacting concrete incorporating recycle CFRP fiber with different and dosages, Composite part B, 112 (2017) 74-92.
[20] ASTM C150 (2012). “Standard Specification for Portland Cement.”
[21] W.L. David, A.A. Andi, Durability assessment of alkali activated slag (AAS) concrete, Mater. Struct., 45 (2012) 1425–1437.
[22] M.D.J. Sanchez, P.A. Gutierrez, Study on the influence of attached mortar content on the properties of recycled concrete aggregate, Construction and building materials, 23 (2009) 872-877.
[23] M. Pepe, R.D. Toledo Filho, E.A. Koenders, E. Martinelli, Alternative processing procedures for recycled aggregates in structural concrete, Construction and Building Materials, 69 (2014) 124-132.
[24] ASTM C125-19, Standard Terminology Relating to Concrete and Concrete Aggregates, ASTM International, West Conshohocken, PA, 2019.
[25] ASTM C131 / C131M-14 (2006). “Standard Test Method for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine.”
[26] ASTM C 143/C 143M-15a (2015). “Standard Test Method for Slump of Hydraulic-Cement Concrete.”
[27] ASTM C 642-13 (2013). “Standard Test Method for Density, Absorption, and Voids in Hardened Concrete.”
[28] ASTM C 39/C 39M-03 (2003). “Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens.”
[29] ASTM C 496/C 496M-11 (2011). “Standard Test Method for Splitting Tensile Strength of Cylindrical Concrete Specimens.”
[30] ASTM C1609 / C1609M-19 (2019). “Standard Test Method for Flexural Performance of Fiber-Reinforced Concrete (Using Beam with Third-Point Loading).”
[31] K. Akhavan Kazemi, O. Eren, A.R. Rezaei, Some mechanical properties of normal and recycled aggregate concretes, Scientia Iranica A, 22(6) (2015) 1972-1980.
[32] H. Sasanipour, F. Aslani, J. Taherinezhad, Effect of silica fume on durability of self-compacting concrete made with waste recycled concrete aggregates, Construction and Building Materials, 227 (2019) 116598.
[33] Y. Hu, Z. Tang, W. Li, Y. Li, W.Y. Tam, Physical-mechanical properties of fly ash/GGBFS geopolymer composites with recycled aggregates, Construction and Building Materials, 226 (2019) 139-151.
[34] H. Chao-Lung, B.L. Anh-Tuan, C. Chun-Tsun, Effect of rice husk ash on the strength and durability characteristics of concrete, J. Constr. Build. Mater, 25 (2011) 3768–3772.
[35] R. Demirboga, I. Turkmen, M.B. Karako, Relationship between ultrasonic velocity and compressive strength for high-volume mineral-admixtured concrete, J. Cem. Concr. Res, 34 (2004) 2329–2336.
[36] M. Behera, S.K. Bhattacharyya, A.K. Minocha, R. Deoliya, S. Maiti, Recycled aggregate from C&D waste & its use in concrete—A breakthrough towards sustainability in construction sector: A review, Constr. Build. Mater, 68 (2014) 501–516.
[37] M. Mansur, Ö. Çakır, An Investigation on Mechanical and Physical Properties of Recycled Coarse Aggregate (RCA) Concrete with GGBFS, Int J Civ Eng, 15(4) (2017) 549–563.
[38] E.A. Whitehurst, Soniscope tests concrete structures, Journal of the American Concrete Institute, 47 (1951) 443-444.
[39] M.E. Oliveira, C.S. Assis, A.W. Terni, Study on compressed stress, water absorption and modulus of elasticity of produced concrete made by recycled aggregate, In: International RILEM Conference on the Use of recycled Materials and Structures, (2008) 636- 642.
[40] D. Matias, J.D. Brito, A. Rosa, D. Pedro, Durability of concrete with recycled coarse aggregates: influence of superplasticizers, Journal of materials in civil engineering, 26(7) (2014) 06014011.
[41] J.R. Correia, J. De Brito, A.S. Pereira, Effects on concrete durability of using recycled ceramic aggregates, Materials and Structures, 39(2) (2006) 169-177.
[42] M. Bravo, J. De Brito, J. Pontes, L. Evangelista, Durability performance of concrete with recycled aggregates from construction and demolition waste plants, Construction and Building Materials, 77 (2015) 357-369.
[43] C. Frazão, A. Camões, J. Barros, D. Gonçalves, Durability of steel fiber reinforced self-compacting concrete, Construction and Building Materials, 80 (2015) 155–166.
[44] A. Dalvand, F. Omidinasab, A. Sahraei Moghadam, Experimental investigation of fiber self-compacting cementitious composite with hybrid fibers in improving the behavior of concrete pavements, Journal of Transportation Infrastructure Engineering, 5(3) (2019) 89-100 (in Persian).
[45] S.W. Tabsh, A.S. Abdelfatah, Influence of recycled concrete aggregates on strength properties of concrete, Constr Build Mater, 23 (2009) 1163–1167.
[46] F.T. Olorunsogo, N. Padayachee, Performance of recycled aggregate concrete monitored by durability indexes, Cem Concr Res, 32 (2002) 179–185.
[47] A. Ajdukiewicz, A. Kliszczewicz, Influence of recycled aggregates on mechanical properties of HS/HPC, Cement Concrete Compos, 24 (2002) 269–79.
[48] Khaloo, E. Molaei Raisi, P. Hosseini, H. Tahsiri, Mechanical performance of self-compacting concrete reinforced with steel fibers, J. Constr. Build. Mater, 51 (2014) 179–186.
[49] El-Dieb, Mechanical, durability and microstructural characteristics of ultrahigh- strength self-compacting concrete incorporating steel fibers, J. Mater. Des, 30 (2009) 4286–4292.
[50] F. Aslani, S. Nejadi, Self-compacting concrete incorporating steel and polypropylene fibers: compressive and tensile strengths, moduli of elasticity and rupture, compressive stress–strain curve, and energy dissipated under compression, J. Compos. B: Eng, 53 (2013) 121–133.
[51] Z.H. Duan, C.S. Poon, Properties of recycled aggregate concrete made with recycled aggregates with different amounts of old adhered mortars, Materials & Design, 58 (2014) 19-29.
[52] S. Iqbal, A. Ali., K. Holschemacher, T.A. Bier, Mechanical properties of steel fiber reinforced high strength lightweight self-compacting concrete (SHLSCC), J. Constr. Build. Mater, 98 (2015) 325–333.
[53] A. Sahraei Moghadam, F. Omidinasab, A. Dalvand, Experimental investigation of (FRSC) cementitious composite functionally graded slabs under projectile and drop weight impacts, Construction and Building Materials, 237 (2020) 117522.
[54] N. Banthia, J. Trottier, Concrete reinforced with deformed steel fibers, Part I: bond-slip mechanisms, ACI Mater. J, 91 (1994) 435–446.
[55] J.A. Carneiro, P.R.L. Lima, M.B. Leite, R.D.T Filho, Compressive stress–strain behavior of steel fiber reinforced-recycled aggregate concrete, Cement and Concrete Composites, 46 (2014) 65-72.
[56] M. Mastali, A. Dalvand, Use of silica fume and recycled steel fibers in self-compacting concrete, construction and building materials, 125 (2016) 196-209.
[57] T. Ponikiewski, J. Gołaszewski, Properties of steel fibre reinforced self-compacting concrete for optimal rheological and mechanical properties in precast beams, J. Procedia Eng, 65 (2013) 290–295.
[58] M. Mastali, M. Ghasemi Naghibdehi, M. Naghipour, S.M. Rabiee, Experimental assessment of functionally graded reinforced concrete (FGRC) slabs under drop weight and projectile impacts, Construction and Building Materials, 95 (2015) 296–311.
[59] F. Bayramov, C. Tasdemir, M.A. Tasdemir, Optimization of fibre reinforced concretes by means of statistical response surface method, Cement Concr Compos, 26 (2004) 665–675.
[60] W.F. Smith, Experimental design for formulation, American Statistical Association. (2005).
[61] O. Sengul, M.A. Tasdemir, Compressive strength and rapid chloride permeability of concretes with ground fly ash and slag, Mater Civ Eng, 21 (2009) 494–501.
[62] O. Sengul, Mechanical behavior of concretes containing waste steel fibers recovered from scrap tires, Construct Build Mater, 122 (2016) 649–58.
[63] Z. Abdollahnejad, S. Mirlando, F. Pacheco-Torgal, J. Agiuar Barroso, Cost-efficient one-part alkali-activated mortars with low global warming potential for floor heating systems applications, Eur J Environ Civ. Eng., 21 (2017) 412–429.
[64] M. Mastali, Z. Abdollahnejad, F. Pacheco-Torgal, Carbon dioxide sequestration on fly ash/waste glass alkali-based mortars with recycled aggregates: compressive strength, hydration products, carbon footprint, and cost analysis, Woodhead Publishing Series in Civil and Structural Engineering, (2018) 299-348.