Technical Papers
Sep 13, 2016

Green Concrete with High-Volume Fly Ash and Slag with Recycled Aggregate and Recycled Water to Build Future Sustainable Cities

Publication: Journal of Materials in Civil Engineering
Volume 29, Issue 2

Abstract

Building sustainable green cities for the future can be difficult or highly challenging as such cities need to reduce their environmental footprint through eco-friendly materials, resource and energy conservation, as well as renewable energy generation. A recent paper by the first author has proposed sustainable concrete with 80% ground granulated blast furnace slag (GGBFS) to build Masdar City in the UAE with a 153kg/m3 carbon footprint. This paper proposes three new types of sustainable concretes in an attempt to further reduce the carbon footprint. In Type I, a total of 4 concrete mixes were made with a high volume GGBFS with 60, 70, 80, and 90% replacement of ordinary portland cement (OPC), 100% recycled water (RW), and 100% recycled aggregate (RA). The same replacement ratios were used in Type II but with only 100% RA. In Type III, a total of four concrete mixes made with a high volume fly ash (FA) cement with 40, 50, 60, and 70% replacement of OPC. The paper provides information on the mix design, full justification of CO2 footprint, and the cost for each concrete mix. The hardened and plastic properties and durability test parameters for each mix are presented. The results showed that the fly ash and slag significantly reduced the carbon footprint and meet the requirements of future sustainable cities. An economical mix with 90% GGBFS and 10% OPC was nominated for use in the future construction of sustainable cities with 125 kg/m3 emissions.

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Acknowledgments

The authors would like to thank Dr. Elgaali Egaali of Dubai Men’s College for his assistance during the project, and also would like to thank Mr. Abdulla Griban, Mr. Ahmed Khalid, and Mr. Saif Almuhairi, who are all former students of Dubai Men’s College, for supervising the experiments. Also, thanks are given to the Abu Dhabi Ready Mix and MB Mix engineers and technicians for performing the trial mixes, and BASF for providing the necessary admixtures.

References

ACI (American Concrete Institute). (2005). “ACI committee 305R—Hot weather concreting.” Farmington Hills, MI.
Aggarwal, V., Gupta, S. M., and Sachde, M. N. (2010). “Concrete durability through high volume fly ash concrete a literature review.” Int. J. Eng. Sci. Technol., 2(9), 4473–4477.
Albitar, M., Visintin, P., Mohamed Ali, M. S., and Drechsler, M. (2014). “Assessing behavior of fresh and hardened geopolymer concrete mixed with class-F fly ash.” J. Korean Soc. Civ. Eng., 19, 1–11.
Aldred, J., and Day, J. (2012). “Is geopolymer concrete a suitable alternative to traditional concrete.” 37th Conf. on Our World In Concrete and Structures, CI Premier, Singapore, 1–14.
Aly, T., and Sanjayan, J. G. (2006). “Cracking tendency of concretes made with slag blended cements subjected to restrained shrinkage conditions.” Proc., 19th Australasian Conf. on the Mechanics of Structures and Materials, Taylor & Francis, London, 557–562.
Aly, T., and Sanjayan, J. G. (2008). “Factors contributing to early age shrinkage cracking of slag concretes subjected to 7-days moist curing.” Mater. Struct. J., 41(4), 633–642.
ASTM. (1994). “Standard test specification for ready-mixed concrete.” ASTM C94, West Conshohocken, PA.
ASTM. (1997). “Standard test method for electrical indication of concrete’s ability to resist chloride ion penetration.” ASTM C1202, Philadelphia.
ASTM. (2011). “Standard specification for silica fume used in cementitious mixtures.” ASTM C1240, West Conshohocken, PA.
ASTM. (2015). “Standard specification for coal fly ash and raw or calcined natural pozzolan for use in concrete.” ASTM C618, West Conshohocken, PA.
Barcelo, L., Kline, J., Walenta, G., and Gartner, E. (2014). “Cement and carbon emissions.” J. Mater. Struct., 47(6), 1055–1065.
British Standards. (1983a). “Method for determination of water absorption.” BS 1881-122, London.
British Standards. (1983b). “Method of determination of compressive strength of concrete cubes.” BS 1881-116, London.
British Standards. (1992). “Specification for ground granulated blast furnace slag for use with portland cement.” BS 6699, London.
British Standards. (1996). “Recommendation for the determination of the initial surface absorption of concrete.” BS 1881-208, London.
British Standards. (2005). “Silica fume for concrete-definitions, requirements, and conformity criteria.” BS EN 13263–1, London.
British Standards. (2011). “Cement composition, specifications, and conformity criteria for common cements.” BS EN 197–1, London.
Chi, M., and Huang, R. (2013). “Binding mechanism and properties of alkali-activated fly ash/slag mortars.” Constr. Build. Mater., 40(1), 291–298.
Collepardi, M. (2006). The new concrete, Grafiche Tintoretto, Villorba, Italy.
Collins, F., and Sanjayan, J. G. (2002). “The challenge of the cement industry towards the reduction of greenhouse emissions.” Proc., Int. Association of Bridge and Structural Engineers (IABSE) Conf., IABSE, Zurich, Switzerland.
Damineli, B., Kemeid, F. M., Aguiar, P. S., and John, V. M. (2010). “Measuring the co-efficiency of cement use.” Cem. Concr. Compos., 32(8), 555–562.
DIN Standards. (1991). “Testing hardened concrete: Depth of penetration of water under pressure.” Part 5, DIN 1048, Berlin.
Duxson, P., Fernández-Jiménez, A., Provism, J. L., Lukey, G. C., Palomo, A., and van Deventer, J. (2007). “Geopolymer technology: The current state of the art.” J. Mater. Sci., 42(9), 2917–2933.
Elchalakani, M. (2015). “High strength rubberized concrete containing silica fume for the construction of sustainable road side barriers.” Structures, 1(1), 20–38.
Elchalakani, M., Aly, T., and Abou-Eisha, E. (2014). “Sustainable concrete to build Masdar City in the UAE.” Case Stud. Constr. Mater., 1(1), 1–24.
Elchalakani, M., Aly, T., and Abou-Eisha, E. (2016). “Mechanical properties of rubberised concrete for road side barriers.” Aust. J. Civ. Eng., 14(1), 1–12.
Elchalakani, M., and Elgaali, E. (2012). “Sustainable concrete made from construction demolition waste using recycled wastewater in the UAE.” Adv. Concr. Technol. Int. J., 10(3), 110–125.
European-British Standards. (2002). “Mixing water for concrete specification for sampling, testing, and assessing the suitability of water, including water recovered from processes in concrete industry, as mixing water for concrete.” EN 1008, London.
Flower, D. J., Sanjayan, J. G., and Baweja, D. (2005). “Environmental impacts of concrete production and construction.” Proc., 22nd Biennial Conf. of the Concrete Institute of Australia, Concrete Institute of Australia, Sydney, Australia, 10–18.
Gencel, O., Koksal, F., Ozel, C., and Brosow, W. (2012). “Combined effects of fly ash and waste ferrochromium on properties of concrete.” Constr. Build. Mater., 29(2), 633–640.
Hannesson, G., Kuder, K., Shogren, R., and Lehman, R. (2012). “The influence of high volume fly ash and slag on the compressive strength of self-consolidating concrete.” Constr. Build. Mater., 30(1), 161–168.
Hooton, R. (2000). “Canadian use of ground granulated blast-furnace slag as a supplementary cementing material for enhanced performance of concrete.” Can. J. Civ. Eng., 27(4), 754–760.
Jungmann, A., and Quindt, J. (1999). “All jig technology for separation of building rubbles in use of recycled concrete.” Proc., Int. Symp., Thomas Telford, London, 45–53.
Kolani, B., Buffo-Lacarrière, L., Sellier, A., Escadeillas, G., Boutillon, L., and Linger, L. (2012). “Hydration of slag blended cements.” Cem. Concr. Compos., 34(9), 1009–1018.
Komnitsas, K., and Zaharaki, D. (2007). “Geopolymerization: A review and prospects for the minerals industry.” Miner. Eng., 20(14), 1261–1277.
Kuder, K., Lehman, D., Berman, J., Hannesson, G., and Shogren, R. (2012). “Mechanical properties of self-consolidating concrete blended with high volumes of fly ash and slag.” Constr. Build. Mater., 34(1), 285–295.
Malhotra, V. M. (1988). “Use of fly ash, slag and condensed silica fume in North America and Europe.” Proc., Concrete Workshop 88, Int. Workshop on the use of Fly Ash, Slag, Silica Fume and Other Siliceous Materials in Concrete, Concrete Institute of Australia, Sydney, Australia, 23–55.
Malhotra, V. M., and Mehta, P. K. (2008). High performance high-volume fly ash concrete for building sustainable and durable structures, 3rd Ed., Supplementary Cementing Materials for Sustainable Developments, Ottawa.
Mehta, P. K. (1984). Mineral admixtures, in concrete admixtures handbook, Noyes, Park Ridge, NJ.
Sadati, S. A., Arezoumandi, M., Khayat, K. H., and Volz, J. S. (2016). “Shear performance of reinforced concrete beams incorporating recycled concrete aggregate and high-volume fly ash.” J. Clean. Prod., 115(10), 84–293.
Saravanakumar, P., and Dhinakaran, G. (2013). “Strength characteristics of high-volume fly ash-based recycled aggregate concrete.” J. Mater. Civ. Eng., 1127–1133.
Sofi, M., van Deventer, J. S. J., Mendis, P. A., and Lukey, G. C. (2007). “Engineering properties of inorganic polymer concretes (IPCs).” Cem. Concr. Res., 37(2), 251–257.
Su, N., Miao, B., and Liu, F.-S. (2002). “Effect of wash water and underground water on the properties of concrete.” Cem. Concr. Res., 32(5), 777–782.
Swamy, R. N. (1998). “Designing concrete and concrete structures for sustainable development.” Proc., 6th Int. Conf. on Fly Ash, Slag, Silica Fume and Other Natural Pozzolans in Concrete, Vol. 1, American Concrete Institute, Farmington Hills, MI, 245–255.
Tsujino, M., Noguchi, T., Tamura, M., Kanematsu, M., and Maruyama, I. (2007). “Application of conventionally recycled coarse aggregate to concrete structure by surface modification treatment.” J. Adv. Concr. Technol., 5(1), 13–25.
Wang, K.-S., Lin, K-L., and Huang, Z-Q. (2001). “Hydraulic activity of municipal soil waste incinerator fly ash-slag eco-cement.” Cem. Concr. Res., 31(1), 97–103.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 29Issue 2February 2017

History

Received: May 11, 2016
Accepted: Jul 8, 2016
Published online: Sep 13, 2016
Published in print: Feb 1, 2017
Discussion open until: Feb 13, 2017

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Authors

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Mohamed Elchalakani [email protected]
Senior Lecturer, School of Civil, Environmental and Mining Engineering, Univ. of Western Australia, WA 6001, Australia (corresponding author). E-mail: [email protected]
Hakan Basarir
Senior Lecturer, School of Civil, Environmental and Mining Engineering, Univ. of Western Australia, WA 6001, Australia.
Ali Karrech
Senior Lecturer, School of Civil, Environmental and Mining Engineering, Univ. of Western Australia, WA 6001, Australia.

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