Mechanical Strength of Lime-Rice Husk Ash Mortars: A Preliminary Study

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Rice is produced in many countries in the world, and this product permits to feed a lot of people, most of them in developing countries. Approximately one tone of rice produces 200 Kg of rice husk, and when this rice husk is burnt 20% of rice husk ash (RHA) is obtained. A very important part of rice husk is abandoned in the field producing environmental problems. RHA can be obtained by controlled combustion, when this fact occurs, a good quality RHA is produced. This RHA can be used as a pozzolanic material in mixtures with lime or Portland cement, producing good mechanical properties and durability. In this work a preliminary results about the influence of RHA/lime ratio on workability and mortars strength was studied. The results showed that mortars workability improves when RHA/lime ratio do. Compressive strength (Cs) of mortars with different RHA/lime ratios was studied, in this sense, for 28 days curing time at 20°C an increase of Cs when RHA/lime ratio do is observed. However for 90 and 180 days curing time a maximum or Cs for RHA/lime equal to 2 is obtained. The lowest and highest Cs values obtained were 6 and 18 MPa respectively, when 20°C curing temperature was used. When curing temperature increases until 65°C similar tendency of Cs respecting RHA/lime ratio was observed. A preliminary study of binders for using in mortars tiles reveals that at least low quantities of Portland cement must be included in binder composition in order to obtain short term strengths that make easy tile demoulding process.

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495-499

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June 2012

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© 2012 Trans Tech Publications Ltd. All Rights Reserved

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[1] Salas, J., Latinoamérica: Hambre de vivienda,. Boletín del Instituto de la Vivienda, mayo 2002, vol. 17, number 045. Universidad de Chile, Santiago. Chile. page. 58-69.

DOI: 10.5354/0718-8358.2002.62223

Google Scholar

[2] Méndez R., Tabora J., Borrachero M.V., Payá J., Monzó J.: Optimización de mezclas cal-puzolana destinadas a la construcción de materiales prefabricados no convencionales,. II Simposio Aprovechamiento de residuos agro-industriales como fuente sostenible de materiales de construcción. Valencia, nov. (2010).

DOI: 10.3989/revmetalm.1998.v34.iextra.789

Google Scholar

[3] Martirena, J.F., Una alternativa ambientalmente compatible para disminuir el consumo de aglomerantes de clínker de cemento Portland: el aglomerante cal-puzolana como adición mineral activa, 2004, Universidad Central Marta Abreu de las Villas (UCLV).

DOI: 10.38202/inv.educ.5

Google Scholar

[4] V.M. Malhotra, P.K. Mehta, Pozzolanic and Cementitious Materials, Gordon & Breach Publishers, Amsterdam, (1996).

Google Scholar

[5] K. Kamiya, A. Oka, H. Nasu, T. Hashimoto, Comparative study of structure of silica gels from different sources, Journal of Sol-Gel Science and Technology 19 (2000) 495–499.

DOI: 10.1023/a:1008720118475

Google Scholar

[6] P.K. Mehta, Siliceous ashes and hydraulic cements prepared there from, U.S. Patent, (1978).

Google Scholar

[7] J.S. Coutinho, The combined benefits of CPF and RHA in improving the durability of concrete structures, Cement&Concrete Composites 25 (2003) 51–59.

DOI: 10.1016/s0958-9465(01)00055-5

Google Scholar

[8] M.H. Zhang, V.M. Malhotra, High-performance concrete incorporating rice husk ash as a supplementary cementing material, Aci Materials Journal 93 (1996) 629–636.

DOI: 10.14359/9870

Google Scholar

[9] Deepa G. Nair a, K.S. Jagadish b, Alex Fraaij, Reactive pozzolanas from rice husk ash: An alternative to cement for rural housing, Cement and Concrete Research 36 (2006) 1062–1071.

DOI: 10.1016/j.cemconres.2006.03.012

Google Scholar

[10] A. Izaguirre a, J. Lanas b, J.I. Álvarez Ageing of lime mortars with admixtures: Durability and strength assessment, Cement and Concrete Research 40 (2010) 1081–1095.

DOI: 10.1016/j.cemconres.2010.02.013

Google Scholar