A Prospective Study on Alkali Activated Bottom Ash-GGBS Blend in Paver Blocks
Commenced in January 2007
Frequency: Monthly
Edition: International
Paper Count: 33122
A Prospective Study on Alkali Activated Bottom Ash-GGBS Blend in Paver Blocks

Authors: V. Revathi, J. Thaarrini, M. Venkob Rao

Abstract:

This paper presents a study on use of alkali activated bottom ash (BA) and ground granulated blast furnace slag (GGBS) blend in paver blocks. A preliminary effort on alkali-activated bottom ash, blast furnace slag based geopolymer (BA-GGBS-GP) mortar with river sand was carried out to identify the suitable mix for paver block. Several mixes were proposed based on the combination of BA-GGBS. The percentage ratio of BA: GGBS was selected as 100:0, 75:25, 50:50, 25:75 and 0:100 for the source material. Sodium based alkaline activators were used for activation. The molarity of NaOH was considered as 8M. The molar ratio of SiO2 to Na2O was varied from 1 to 4. Two curing mode such as ambient and steam curing 60°C for 24 hours were selected. The properties of paver block such as compressive strength split tensile strength, flexural strength and water absorption were evaluated as per IS15658:2006. Based on the preliminary study on BA-GGBS-GP mortar, the combinations of 25% BA with 75% GGBS mix for M30 and 75% BA with 25% GGBS mix for M35 grade were identified for paver block. Test results shows that the combination of BA-GGBS geopolymer paver blocks attained remarkable compressive strength under steam curing as well as in ambient mode at 3 days. It is noteworthy to know BA-GGBS-GP has promising future in the construction industry.

Keywords: Bottom ash, GGBS, alkali activation, paver block.

Digital Object Identifier (DOI): doi.org/10.5281/zenodo.1091614

Procedia APA BibTeX Chicago EndNote Harvard JSON MLA RIS XML ISO 690 PDF Downloads 4042

References:


[1] Chaicharn Chotetanorm, Prinya Chindaprasirt, Vanchai Sata, Sumrerng Rukzon, and Apha Sathonsaowaphak, "High-calcium bottom ash geopolymer: sorptivity, pore size, and resistance to sodium sulfate attack”, Journal of Materials in Civil Engineering, vol.25, no.1 pp.105-111, 2013
[2] A.Palomo, M. W. Grutzeck, and M.T Blanco, " Alkali-activated fly ashes: A cement for the future”, Cement and Concrete Research, , vol.29, no.8, pp.1323-1329, 1999
[3] P.Chindaprasirt, T.Chareerat, and Sirivivatnanon, V. "Workability and strength of coarse high calcium fly ash geopolymer”, Cement Concrete Composites, vol.29, No.3, pp.224–229, 2007.
[4] J. Davidovits, Properties of geopolymer cements, in: P.V. Krivenko (Ed.), Proceedings of the First International Conference on Alkaline Cements and Concretes, Ukraine, pp. 131–149, 1994.
[5] P.Duxson, J.L.Provis, C. Grant, and J.S.J. Van Deventer, The role of inorganic polymer technology in the development of ‘green concrete’, Cement and Concrete Research, vol. 37, no.12, pp.1590–1597, 2007
[6] P. Chindaprasirt, C. Jaturapitakkul, W. Chalee, and U. Rattanasak, "Comparative study on the characteristics of fly ash and bottom ash geopolymers”, Waste Management, vol.29, no.2, pp.539–543, 2009.
[7] R. Slavik, V.Bednarik, M.Vondruska, and A.Nemec, "Preparation of geopolymer from fluidized bed combustion bottom ash”, Journal of Materials Processing Technology, vol.200, no. 1-3, pp.265-270, 2008
[8] Apha Sathonsaowaphak, P. Chindaprasirt, and K. Pimraksa, "Workability and strength of lignite bottom ash geopolymer mortar”, Journal of Hazardous Materials, vol. 168, no. 1, pp.44–50, 2009.
[9] V. Bednarik, M. Vondruska, M. Sild, and M. Vondruskova, "Characterization of products from fluidized-bed combustion of coal”, Journal of Air Waste Management Association, vol.50, pp.1920–1928, 2000.
[10] N.Saikia, G.Cornelis, G.Mettens, J.Elsen, "Assessment of Pb-slag, MSWI bottom ash and boiler and fly ash for using as a fine aggregate in cement mortar”, Journal of Hazardous materials, vol 154, no.1-3, pp.766-777, 2008
[11] E.Berg, and J.A.Neal, "Concrete masonry unit mix designs using Municipal solid waste bottom ash”, ACI Materials Journal, vol.85, no.4, pp.470-479, 1998.
[12] C.Jaturapitakkul. and R.Cheerarot, "Development of bottom ash as pozzolanic material”, Journal Material In Civil Engineering, vol.15, no.1, pp.48-53, 2003.
[13] Mohd Syahrul Hisyam Mohd Sani, Fadhluhartini Muftah, Zulkifli Muda, "The properties of special concrete using washed bottom ash (WBA) as partial sand replacement”, International Journal of Sustainable Construction Engineering & Technology, vol.1, no.2, pp. 65 -76, 2010
[14] Abdulhameed Umar Abubakar, and Khairul Salleh Baharudin, "Properties of concrete using Tanjung bin power plant coal bottom ash and fly ash”, International Journal of Sustainable Construction Engineering & Technology, vol 3, no. 2, pp. 56 – 69, 2012
[15] M. Cheriaf, J.C. Rocha, and J. Péra, "Pozzolanic properties of pulverized coal combustion bottom ash”, Journal of Materials in Civil Engineering, vol.29, no. 9, pp.1387–1391, 1999.
[16] Ghafoori N and J. Bucholc, "Investigation of lignite-based bottom ash for structural Concrete”, Journal of Materials in Civil Engineering, Vol. 8, no.3, pp. 128–137, 1996.
[17] N Ghafoori, Y Cai, and B.Ahmadi, "Use of dry bottom ash as a fine aggregate in roller compacted concrete”, ACI Spec. Publ. (SP-171) pp 487– 507, 1997.
[18] L. B.Andrade, J.C. Rocha, and Cheriaf M, "Influence of coal bottom ash as fine aggregate on fresh properties of concrete”, Construction and Building Materials, vol. 23, no. 2, pp. 609-614, 2009.
[19] L. B Andrade, J. C Rocha, and M.Cheriaf, "Evaluation of Concrete Incorporating Bottom Ash As a Natural Aggregates Replacement”, Waste Management, vol. 27, no.9, pp. 1190-1199, 2007
[20] L.B.Andrade, J.Rocha, and M.Cheriaf, "Influence of coal bottom ash as fine aggregate on fresh properties of concrete." Construction and Building Materials, vol.23, no.2, pp. 609-614, 2009.
[21] Abdulhameed Umar Abubakar, Khairul, Salleh, and Baharudin, "Compressive strength of high volume coal bottom ash utilization as fine aggregate in fly ash cement blended concrete”, International Journal of Engineering & Technology Sciences, vol.1, no.4, pp. 226-239, 2013.
[22] Celia García Arenas, Madelyn Marrero, Carlos Leiva, Jaime Solís-Guzmán, and Luis F. Vilches Arenas, "High fire resistance in blocks containing coal combustion fly ashes and bottom Ash. Waste Management, vol. 31, no. 8 pp. 1783- 1788, 2011.
[23] C. Arenas, C.Leiva, LF. Vilches, H.Cifuentes, "Use of co-combustion bottom ash to design an acoustic absorbing material for highway noise barriers”, Waste Management, vol.33, no.11, pp.2316-2321, Nov 2013.
[24] Djwantoro Hardjito and Shaw Shen "Fly ash-based geopolymer mortar incorporating bottom ash”, Modern Applied Science, vol.4, no.1, pp44-52, 2010.
[25] H. Xua, Q. Lia, L. Shena, W. Wanga, and J. Zhai, "Synthesis of thermostable geopolymer from circulating fluidized bed combustion (CFBC) bottom ashes”, Journal of Hazardous Materials, vol.175, no. (1/3), pp.198–204, 2010
[26] Mohd Syahrul Hisyam Mohd Sani, Fadhluhartini Muftah, and Zulkifli Muda "The properties of special concrete using washed bottom ash (WBA) as Partial sand replacement”, International Journal of Sustainable Construction Engineering & Technology, vol. 1, no.2., pp.65-76, 2010.
[27] M.J. Shannag, and A. Yeginobali, "Properties of pastes, mortars and concretes containing natural pozzolan”, Cement and Concrete Research, vol.25, pp.647–657, 1995.
[28] Vanchai sata, Sathonsaowaphak, and Prinya Chindaprasirt, "Resistance of lignite bottom ash geopolymer mortar to sulfate and sulfuric acid attack”, Cement and Concrete Composites, vol 34, no. 5, pp.700-708, 2012.
[29] Ilker Bekir Topcu, and Mehmut Ugur Toprak, "Properties of geopolymer from circulating fluidized bed combustion coal bottom ash”, Materials Science and Engineering, vol.A528, pp.1472-1477, 2011.
[30] Si-Hwan Kim, Gum-Sung Ryu, Kyung-Taek Koh, and Jang-Hwa Lee, "Flowability and strength development characteristics of bottom ash based geopolymer”, World Academy of Science, Engineering and Technology, vol. 70, pp. 53-59, 2012.
[31] Kornkanok Boonserm, Vanchai Sata, Kedsarin Pimraksa, and Prinya Chindaprasirt, "Improved geopolymerization of bottom ash by incorporating fly ash and using waste gypsum as additive’’, Cement and Concrete Composites vol.34, no.7, pp.819–824, April 2012.
[32] Bennet Jose. Mathew, M.Sudhakar, and C.Natarajan, "Strength economic and sustainability characteristics of coal ash – GGBS based geopolymer concrete’’, International Journal of Computational Engineering, Research, Vol. 3, no.1, pp.207-212, 2013.
[33] Deependra Kumar Sinha, A.Kumar, and S.Kumar. Reduction of pollution by using Fly ash, bottom ash and granulated blast furnace slag in geopolymer building materials’’, Scholars Journal of Engineering and Technology, vol.1, no.3, pp.177-182, 2013.
[34] C.K.Yip, G.C. Lukey, and J.S.J. van Deventer "The co-existance of geopolymeris gel and calcium silicate hydrate at the early stage alkaline activation”, Cement and Concrete Research, vol.35, no.9, pp.1688–1697, 2005.
[35] H. Xu, J.S.J. Van Deventer, "The geopolymerisation of alumino-silicate minerals”, International Journal of Mineral. Processing, vol.59, no. pp. 247–266, 2000.
[36] Sanjay kumar, Rakesh kumar, and Mehrotra, "Influence of granulated blast furnace slag on the reaction,structure and properties of fly ash based geopolymer” , Journal of Mater Science 45:607–615, 2010
[37] Keun hyeok yan, Jin-Kyu Song, Ashraf F. Ashour, Eun-Taik Lee’ "Properties of cementless mortars activated by sodium silicate”, Construction and Building Materials, vol. 22, no.9, pp.1981–1989, 2008,
[38] S.D. Wang, and K.L.Scrivener, "Hydration products of alkali-activated slag cement”, Cement and Concrete Research, vol. 25, no.3, pp.561–571, 1995.
[39] K.C.Goreta,Nan Chen, F.Gutierrez-Mora, J.L.Routbort, G.C. Luckey, and J.S.J.Van Deventer, "Solid-partcle erosion of a geopolymer containing fly ash and blast furnace slag”, Wear, vol.256, no.70-8, pp.714–719, April 2004.
[40] Susan A. Bernal, "Effect of binder content on the performance of alkali-activated slag concretes”, Cement and Concrete Research, vol.41. pp.1–8, 2011
[41] N.P. Rajamane, M. C. Nataraja, N.Lakshmanan, and J. K. Dattatreya, "An overview of geopolymer concretes made from indigenous GGBS and fly ash", International Journal of 3R's, vol.2, no.3, pp 295-308, 2011.
[42] Sotya Astutiningsih and Yinong Liu, "Geopolymerisation of Australian slag with effective dissolution by the Alkali”, Proc. of the World Congress Geopolymer 2005, Geopolymer Institute, Saint Quentin, France, pp. 69-73, June 29th – July 1st 2005.
[43] Zaharaki, D., K. Komnitsas and V. Perdikatsis, "Factors affecting synthesis of ferronickel slag based geo-polymers”, in: Z. Agioutantis, K. Komnitsas (Eds.), Proc. of the 2nd International Conference on Advances in Mineral Resources Management and Environmental Geotechnology, Hania, Crete, Greece, , pp. 63-68, 2006.
[44] D. Zaharaki, and K. Komnitsas "Effect of additives on the compressive strength of slag-based inorganic polymers”, Global Nest Journal, vol 11, no 2, pp 137-146, 2009.
[45] Davidovits J. "Geopolymers: inorganic polymeric new materials”, Journal of Thermal Analysis, vol.37, pp.1633–1656, 1991.
[46] M. Criado, A. Palomo, and A. Fernández-Jiménez, "Alkali activation of fly ashes. Part 1: Effect of curing conditions on the carbonation of the reaction products”, Fuel, vol. 84, no. 16, pp. 2048–2054, Nov 2005
[47] James. P.Hamilton, Susan.L.Brantley, C.G.Pantano, L.J.Criscenti, and J.D.Kubicki, "Dissolution of nepheline, jadeite and albite glasses: toward better models for aluminosilicate dissolution’’, Geochimica et Cosmochimica Acta, vol.65, no.21, pp.3683-3702, 2001
[48] AIHA, 2002 "Emergency response planning guidelines and workplace environmental exposure level guides Handbook”, American Industrial Hygiene Association, Fairfax, VA.