Properties of Mortar Incorporating Ground Dune Sand as Cement Replacement Material

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Supplementary cementitious materials provide economic and environmental advantages in concrete industry. In this study, natural ground dune sand (GDS) was used as cement replacement material to fabricate mortar specimens. Ordinary Portland cement was replaced by GDS at five levels of replacement (0, 10, 20, 30, and 40 %) by weight. The cast mortar specimens were cured under normal and autoclave curing conditions. Compressive strength, drying shrinkage and resistance to sulfate attack were investigated. Results showed that the compressive strength under normal curing decreased as the level of replacement increased. However, under autoclave curing compressive strength increased as the content of GDS increased with 30% being the optimum replacement level. Autoclave curing decreased the drying shrinkage of plain and GDS blended mixtures by about 70% compared to control mixture cured under normal curing. Up to 270 days, no sulfate attack was observed on the GDS blended mixtures regardless of the replacement level. The use of GDS to reduce the Portland cement consumption can have a significant impact on the sustainability and economy of concrete construction.

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334-338

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April 2014

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© 2014 Trans Tech Publications Ltd. All Rights Reserved

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[1] B. Sabir, S. Wild, J. Bai, Metakaolin and calcined clays as pozzolans for concrete: a review, Cem Concr Compos. 23 (2001) 441-454.

DOI: 10.1016/s0958-9465(00)00092-5

Google Scholar

[2] K. Hassan, J. Cabrera, R. Maliehe, The effect of mineral admixtures on the properties of high-performance concrete, Cem Concr Compos. 22 (2000) 267-271.

DOI: 10.1016/s0958-9465(00)00031-7

Google Scholar

[3] R. Khatri, V. Sirivivatnanon, W. Gross, Effect of different supplementary cementitious materials on mechanical properties of high performance concrete, Cem Concr Res. 25 (1995) 209-220.

DOI: 10.1016/0008-8846(94)00128-l

Google Scholar

[4] V. Malhotra, Role of supplementary cementing materials in reducing greenhouse gas emissions, Concrete Technology for a Sustainable Development in the 21st Century, E &FN Spon, London, (2000) 226-235.

DOI: 10.1201/9781482272215-23

Google Scholar

[5] V. Malhotra, Fly ash, slag, silica fume, and rice-husk ash in concrete: a review, Concrete International. 15 (1993) 23-28.

DOI: 10.14359/10505

Google Scholar

[6] P.K. Mehta, High-performance, high-volume fly ash concrete for sustainable development, Proceedings of the International Workshop on Sustainable Development and Concrete Technology, University of California, Berkeley, USA, (2004).

Google Scholar

[7] G. Long, X. Wang,.Y. Xie, Very-high-performance concrete with ultrafine powders. Cem Concr Res. 32 (2002) 601-605.

DOI: 10.1016/s0008-8846(01)00732-3

Google Scholar

[8] P. C. Aıtcin, The durability characteristics of high performance concrete: a review, Cem Concr Compos. 25 (2003), 409-420.

Google Scholar

[9] C. Shi, R.L. Day, Comparison of different methods for enhancing reactivity of pozzolans. Cem Concr Res. 31 (2001) 813-818.

DOI: 10.1016/s0008-8846(01)00481-1

Google Scholar

[10] B. Liu, Y. Xie, J. Li, Influence of steam curing on the compressive strength of concrete containing supplementary cementing materials. Cem Concr Res. 35 (2005) 994-998.

DOI: 10.1016/j.cemconres.2004.05.044

Google Scholar

[11] S. Mindess, J. F. Young,.D. Darwin, Concrete, Prentice-Hall, (1981).

Google Scholar

[12] I. Demir, M. Serhat Baspinar, Effect of silica fume and expanded perlite addition on the technical properties of the fly ash–lime–gypsum mixture. Const Build Mater. 22 (2008) 1299-1304.

DOI: 10.1016/j.conbuildmat.2007.01.011

Google Scholar

[13] I. K. Cisse, M. Laquerbe, (). Mechanical characterisation of filler sandcretes with rice husk ash additions: Study applied to Senegal, Cem Concr Res. 30 (2000) 13-18.

DOI: 10.1016/s0008-8846(99)00182-9

Google Scholar

[14] M. Laquerbe,I. Cisse, G. Ahouansou, Pour une utilisation rationnelle des graveleux latéritiques et des sables de dunes comme granulats à béton Application au cas du Sénégal, Mater Struct. 28 (1995) 604-610.

DOI: 10.1007/bf02473193

Google Scholar

[15] A. Alhozaimy, A. AL-Negheimish, A. O. Alawad, M. S. Jaafar, J. Noorzaei, Binary and ternary effects of ground dune sand and blast furnace slag on the compressive strength of mortar, Cem Concr Compos. 34 (2012) 734-738.

DOI: 10.1016/j.cemconcomp.2012.03.002

Google Scholar

[16] M. Alhozaimy, M. S. Jaafar, A. Al-Negheimish and J. Noorzaie, U. S. patent no. 8293006. (2012).

Google Scholar

[17] C. A. Menzel, Strength and volume change of steam-cured portland cement mortar and concrete. In ACI Journal Proceedings. 31 (1934).

DOI: 10.14359/8337

Google Scholar