Investigation on the Use of Fly Ash and Residual Rice Husk Ash for Producing Unfired Building Bricks

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This paper reports on the potential use of fly ash (FA) and residual rice husk ash (RHA) in producing unfired building bricks (UBB) with the application of densified mixture design algorithm (DMDA) method. In this study, little amount of cement (10–15%) was added into the mixtures as binder substitution. Whereas, unground rice husk ash (URHA), an agricultural by-product, was used as partial aggregate replacement (10–20%) in the mixtures. The UBB of 220×105×60 mm in size were prepared and the hardened properties of the bricks were tested including compressive strength, flexural strength, water absorption and bulk density according to Vietnamese standard. Forming pressure of 35 MPa was applied to form the solid bricks in the mold. The test results show that all brick specimens achieved very good mechanical properties. The compressive strength, flexural strength and water absorption of brick specimens were respectively in range of 16.1–22.1 MPa, 2.8–3.5 MPa and 9.5–14.8% and the other properties of the bricks were well conformed to related Vietnamese standard. It was definitely proved many potential applications of FA and RHA in the production of UBB.

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588-592

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April 2015

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© 2015 Trans Tech Publications Ltd. All Rights Reserved

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[1] The brick industry. http: /www. hablakilns. com/industry. htm; Visited 01. 15. 13.

Google Scholar

[2] Brick and block. US industry study with forecasts for 2014 & 2019; Study #2652; (2010).

Google Scholar

[3] Type of bricks. http: /www. readersdigest. com. au/types-of-bricks; Visited 01. 15. 13.

Google Scholar

[4] P. Chindaprasirt and K. Pimraksa, A study of fly ash–lime granule unfired brick. Powder Tech. 182 (1) (2008) 33-41.

DOI: 10.1016/j.powtec.2007.05.001

Google Scholar

[5] Q. Chen Chen, S. Lifeng and Z. Jianping, Feasibility of manufacturing geopolymer bricks using circulating fluidized bed combustion bottom ash. Environ. Tech. 33 (13) (2012)13-21.

DOI: 10.1080/09593330.2011.626797

Google Scholar

[6] S. Ahmari and L. Zhang, Production of eco-friendly bricks from copper mine tailings through geopolymerization. Constr. Build. Mater. 29(0) (2012) 323-31.

DOI: 10.1016/j.conbuildmat.2011.10.048

Google Scholar

[7] S. K. Malhotra and S. P. Tehri, Development of bricks from granulated blast furnace slag. Constr. Build. Mater. 10(3) (1996) 191-3.

DOI: 10.1016/0950-0618(95)00081-x

Google Scholar

[8] World Business Council for Sustainable Development. Cement Industry Energy and CO2 Performance: Getting the Number Right; 2009. http: /www. wbcsdcement. org/; Visited 01. 15. 13.

Google Scholar

[9] L. Zhang, Production of bricks from waste materials – A review. Constr. Build. Mater. 47(0) (2013) 643-55.

Google Scholar

[10] TCVN 6477: 2011. Concrete bricks. Ministry of Construction, Vietnam. (2011).

Google Scholar

[11] TCVN 6355-2: 2009. Bricks-Test methods. Part 2: Determination of compressive strength. Ministry of Construction, Vietnam. (2009).

Google Scholar

[12] TCVN 6355-3: 2009. Bricks-Test methods. Part 3: Determination of flexural strength. Ministry of Construction, Vietnam. (2009).

Google Scholar

[13] TCVN 6355-4: 2009. Bricks-Test methods. Part 4: Determination of water absorption. Ministry of Construction, Vietnam. (2009).

Google Scholar

[14] TCVN 6355-5: 2009. Bricks-Test methods. Part 5: Determination of bulk density. Ministry of Construction, Vietnam. (2009).

Google Scholar

[15] TCVN 6355-6: 2009. Bricks-Test methods. Part 6: Determination of void volume Ministry of Construction, Vietnam. (2009).

Google Scholar

[16] TCVN 1451: 1998. Solid clay bricks. Ministry of Construction, Vietnam. (1998).

Google Scholar