Strength of Portland Cement with Several Composition of Bottom Ash in Different Fineness with Curing Time of 28 Days

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Concrete is produced increasingly worldwide and accounting 10-20% emission of carbon dioxide. The potential long term opposing cost of environmental effects need to recognize. Residue of coal combustion ashes especially bottom ash will use to develop reuse application. This study focused on compressive strength of several composition of bottom ash as cement replacement in mortar. Curing of cement mortar techniques and duration also plays an important role and effects on the strength. The objective of this research is to examine the compressive strength of bottom ash in Portland cement under various compositions and fineness of bottom ash.

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311-313

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May 2016

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© 2016 Trans Tech Publications Ltd. All Rights Reserved

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[1] Zampini D. Future developments of concrete in the construction materials industry. In: Forde M, editor. ICE manual of construction materials, vol. 1. Thomas Telford; 2009. p.251–8 (Chapter 21).

Google Scholar

[2] Humphreys K, Mahasenan M. Substudy 8: climate change—toward a sustainable cement industry. An independent study commissioned by the world business council for sustainable development (WBCSD); (2002).

Google Scholar

[3] Sousa-Coutinho J. Properties of hardened concrete. In: Forde M, editor. ICE manual of construction materials, vol. 1. Thomas Telford; 2009. p.153–67 (Chapter 15).

Google Scholar

[4] E. ul Haq, S. Kunjalukkal Padmanabhan, and A. Licciulli, Synthesis and characteristics of fly ash and bottom ash based geopolymers–A comparative study, Ceram. Int., vol. 40, no. 2, p.2965–2971, (2014).

DOI: 10.1016/j.ceramint.2013.10.012

Google Scholar

[5] Ban CC, Ramli M. The implementation of wood waste ash as a partial cement replacement material in the production of structural grade concrete and mortar: an overview. Resources, Conserv Recycl 2011; 55: 669–85.

DOI: 10.1016/j.resconrec.2011.02.002

Google Scholar

[6] E. ul Haq, S. Kunjalukkal Padmanabhan, and A. Licciulli, Synthesis and characteristics of fly ash and bottom ash based geopolymers–A comparative study, Ceram. Int., vol. 40, no. 2, p.2965–2971, (2014).

DOI: 10.1016/j.ceramint.2013.10.012

Google Scholar

[7] Elinwa AU, Ejeh SP. Effects of the incorporation of sawdust waste incineration fly ash in cement pastes and mortars. JAABE 2004; 3(1): 1–7.

DOI: 10.3130/jaabe.3.1

Google Scholar

[8] Elinwa AU, Mahmood YA. Ash from timber waste as cement replacement material. Cement Concrete Composition. 2002; 24: 219–22.

DOI: 10.1016/s0958-9465(01)00039-7

Google Scholar

[9] F. Škvára, K. Kolár, J. Novotný, Z. Zadák, The effect of cement particle size distribution upon properties of pastes and mortars with low water-to-cement ratio, Cem Concr Res 11 (1981) 247–255.

DOI: 10.1016/0008-8846(81)90066-1

Google Scholar