Prospects of Calcined Clay Pozzolan and Hydraulic Lime in Built Industry

Article Preview

Abstract:

The harmful impact of Portland cement manufacture on a global scale has prompted an extensive search for clinker replacement materials and alternative low CO2 cements. This paper investigated prospects and application of Calcined Clay Pozzolan with Hydraulic Lime in built industry. Limestone and Raw clay from Ewekoro and Owode-Ketu areas in Ogun State were sourced for the production after being calcined in kiln at temperatures of 950°C and 700°C for 2 hours respectively. Binders were produced by blending Calcined lime (L) and Calcined clay (C) together by mass in different variations (20%L:80%C; 40%L:60%C; 60%L:40%C; 80%L:20%C; 100%L:0%C). Consequently, these binders were mixed with fine aggregate to produce mortar cubes at a mix ratio and water cement ratio of 1:3 and 0.5 respectively. An average of 3 cubes were cast per mix to produce a total of 90, 100mm cubes and cured by water sprinkling for 3, 7, 14, 21, 28 and 90 days respectively. These cubes were subjected to bulk density and compressive strength tests in order to ascertain their durability. Owode-Ketu calcined clay was found to be a class N Pozzolana according to ASTM C618-08. The densities and compressive strengths of the various cubes ranged between 1785 – 1870 kg/m3 and 0.15 – 1.09 MPa respectively for all the curing periods. The binder 60%L:40%C was found to be the best of all the binders owing to its compressive strength (0.89 MPa) after 28 days curing period. All binders except 100%L:0%C could be used in any masonry, rendering, plastering and pointing application because they exhibited compressive strengths in the range of 0.4 to 2.5 MPa after 28 days curing period.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

129-136

Citation:

Online since:

June 2021

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2021 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] Amankwah, E.O., Badiako, M., Kankam, C.K. (2014) Influence of calcined clay pozzolana on strength characteristics of Portland cement concrete, International Journal of Materials Science and Applications, Vol. 3, Issue 6, pp.410-419.

DOI: 10.11648/j.ijmsa.20140306.30

Google Scholar

[2] AL-Jumaily, I.A.S., Naji, N., Kareem, Q (2015) An Overview on the Influence of Pozzolanic Materials on Properties of Concrete, International Journal of Enhanced Research in Science Technology and Engineering, Vol. 4, Issue 3, pp.81-92.

Google Scholar

[3] Plenge, W.H (2002) Roadmap 2030: The U.S Concrete Industry Technology Roadmap, Concrete Research and Education Foundation, U.S.A; (2002).

DOI: 10.2172/1218750

Google Scholar

[4] Tsado, T.Y., Yewa, M., Yamam, S., and Yewa, F. (2014) Comparative Analysis of Properties of Some Artificial Pozzolana in Concrete Production, International Journal of Engineering and Technology, Vol. 4, No. 5, May (2014).

Google Scholar

[5] Omange, G.N., Matawal, D.S., and Lawal, R.B (2014) Assessing the Potential Impacts of NBRRI Pozzolana Projects in Affordable Housing Delivery in Nigeria, Quartely Newsletter of the Nigerian Building and Road Research Institute, Vol. 2, No. 5, June (2014).

Google Scholar

[6] Osadebe, C.C., Quadri, H.A., Sulymon, N.A., Lawal, R.B., Ogunro, S.O., Sule, E. (2017).Workability and Strength Properties of Owode-Ketu Calcined Clay-Ordinary Portland Cement Concrete for Sustainable Buildings, Proceedings of NBRRI International Conference held at NAF Conference Centre, Kado, Abuja between June 20 – 22. Pp. 61-70.

Google Scholar

[7] Abdulfatai, A.M., Mustapha, A.G., and Bashir, A.U. (2013) Performance of Corn Cob Ash Filler in Hot Mix Asphalt Using Stone Dust as Control, Proceedings of 3rd Biennial Engineering Conference, School of Engineering and Engineering Technology, Federal University of Technology, Minna, Niger State, Nigeria, pp.268-275.

Google Scholar

[8] Eshun, S.N., Gidigasu, S.S.R., and Gawu, S.K.Y (2018) The Effect of Clay Pozzolana-Cement-Composite on the Strength Development of a Hydraulic Backfill, Ghana Mining Journal, Vol. 18, No. 1, pp.32-38.

DOI: 10.4314/gm.v18i1.4

Google Scholar

[9] Tironi, A. and Irassar, E.F (2012) Incorporation of Calcined Clays in Mortars: Porous Structure and Compressive Strength, Precedia Materials Science, Vol. 1, pp.366-373.

DOI: 10.1016/j.mspro.2012.06.049

Google Scholar

[10] British Standards Institution (1992). Specification for Aggregates from Natural Sources for Concrete, BS 882: London.

Google Scholar

[11] BS 1377-2 1990: Methods of test for Soils for Civil Engineering.

Google Scholar

[12] BS EN 12390-5: Flexural Strength of Test specimens.

Google Scholar

[13] American Society for Testing and Materials, ASTM C618 Standard Specification for Coal Fly Ash and Raw or calcined Natural pozzolan for use in concrete (Section 4, volume 04.02 October 2006).

DOI: 10.1520/c0618-15

Google Scholar

[14] Deer, W.A., Howie, R.A., Zussman, J. (1992). "An introduction to the rock-forming minerals (2ed.). Harlow: Longman. ISBN 0-582-30094.

Google Scholar

[15] BS EN459-1: Building Lime: definition, specification and conformity criteria.

Google Scholar

[16] BS EN 998-Part 2: Masonry Mortar.

Google Scholar

[17] BS EN 998-Part 1: Rendering and Plastering Mortar.

Google Scholar

[18] TARMAC- Technical Information (Lime Sand Mortars): Technical Data Sheet Lime Sand Mortars. November 2015. Product Data Sheet No. 120/01.

Google Scholar

[19] Indian Standards (IS 712- 1973): Standards for Specification for Building limes.

Google Scholar