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Strength of Blended Cement Sandcrete & Soilcrete Blocks Containing Sawdust Ash and Pawpaw Leaf Ash

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Strength of Blended Cement Sandcrete & Soilcrete Blocks Containing Sawdust Ash and Pawpaw Leaf Ash
International Journal of Engineering Inventions e-ISSN: 2278-7461, p-ISSN: 2319-6491
Volume 2, Issue 8 (May 2013) PP: 35-40

Strength of Blended Cement Sandcrete & Soilcrete Blocks
Containing Sawdust Ash and Pawpaw Leaf Ash
L. O. Ettu1, J. I. Arimanwa2, F. C. Njoku3,
A. P. C. Amanze4, U. G. Eziefula5
1,2,3,4

Department of Civil Engineering, Federal University of Technology, Owerri, Nigeria
5
Department of Civil Engineering, Imo State Polytechnic,Umuagwo, Nigeria

ABSTRACT: This work investigated the compressive strength of binary and ternary blended cementsandcrete and soilcreteblocks containing sawdust ash (SDA) and pawpaw leaf ash (PPLA). 135 solid sandcrete blocks and
135 solid soilcrete blocks of 450mm x 225mm x 125mm were produced with OPC-SDAbinary blended cement,
135with OPC-PPLAbinary blended cement, and 135with OPC-SDA-PPLAternary blended cement, each at percentage OPC replacement with pozzolan of 5%, 10%, 15%, 20%, and 25%.Three sandcrete blocks and three soilcreteblocks for each OPC-pozzolan mix and the control were crushed to obtain their compressive strengths at 3, 7, 14, 21, 28, 50, 90, 120, and 150 days of curing.Binary and ternary blended cementsandcrete and soilcrete block strength values were found to be higher than the control values beyond 90 days of hydration at
5-20% OPC replacement with pozzolan. The 150-day strength values for OPC-SDA-PPLA ternary blended cement sandcreteand soilcrete blocks were respectively 6.00N/mm2and 5.20N/mm2 for 5% replacement,
5.90N/mm2and 5.10N/mm2 for 10% replacement, 5.75N/mm2and 5.00N/mm2for 15% replacement, and
5.70N/mm2and 4.90N/mm2for 20% replacement; while the control values were 5.20N/mm2 and 4.80N/mm2.
Thus, OPC-SDA and OPC-PPLA binary blended cements as well as OPC-SDA-PPLA ternary blended cement could be used in producing sandcrete and soilcreteblocks with sufficient strength for use in building and minor civil engineering works where the need for high early strength is not a



References: Adewuyi, A.P., & Ola, B. F. (2005). Application of waterworks sludge as partial replacementfor cement in concrete production. Agbede, I. O., &Obam, S. O. (2008). Compressive Strength of Rice Husk Ash-CementSandcrete Blocks.Global Journal of Engineering Research, Vol Bakar, B. H. A., Putrajaya, R. C., &Abdulaziz, H. (2010).Malaysian Saw dust ash –Improving the Durability and Corrosion Resistance of Concrete: Pre-review Baiden, B. K. and Tuuli, M. M. (2004). Impact of quality control practices in sandcrete blocks production. Journal of Architectural Engineering, 10 (2): 53-60. Cisse, I. K., &Laquerbe, M. (2000).Mechanical characterization of sandcretes with rice husk ash additions: study applied to Senegal. Cordeiro, G. C., Filho, R. D. T., & Fairbairn, E. D. R. (2009). Use of ultrafine saw dust ash with high-carbon content as pozzolan in high performance concrete De Sensale, G. R. (2006). Strength development of concrete with rice-husk ash.Cement &Concrete Composites, 28: 158–160. Elinwa, A. U., &Abdulkadir, S. (2011). Characterizing Sawdust-ash for Use as an Inhibitorfor Reinforcement Corrosion. New Clues in Sciences, 1: 1-10. Elinwa, A. U., &Awari, A. (2001).Groundnut husk ash concrete.Nigerian Journal of Engineering Management, 2 (1), 8 - 15. Elinwa, A. U., Ejeh, S. P., &Akpabio, I. O. (2005). Using metakaolin to improve sawdust-ash concrete. Concrete International, 27 (11), 49 - 52. Elinwa, A. U., Ejeh, S. P., &Mamuda, M. A. (2008). Assessing of the fresh concrete properties of self-compacting concrete containing sawdust ash Fadzil, A. M., Azmi, M. J. M., Hisyam, A. B. B., &Azizi, M. A. K. (2008). Engineering Properties of Ternary Blended Cement Containing Rice Husk Ash and Fly Ash as Partial Cement Replacement Materials.ICCBT, A (10): 125 – 134. Ganesan, K., Rajagopal, K., and Thangavel, K. (2008). Rice husk ash blended cement: assessment of optimal level of replacement for strength and permeability properties of concrete Habeeb, G. A., &Fayyadh, M. M. (2009).Saw dust ash Concrete: the Effect of SDA Average Particle Size on Mechanical Properties and Drying Shrinkage.Australian Journal of Basic and Applied Sciences, 3(3): 1616-1622. Malhotra, V. M., & Mehta, P. K. (2004).Pozzolanic and Cementitious Materials. London: Taylor & Francis. Mehta, P. K. &Pirtz, D. (2000). Use of rice husk ash to reduce temperature in high strengthmass concrete. ACI Journal Proceedings, 75:60-63. Nair, D. G., Jagadish, K. S., and Fraaij, A. (2006). Reactive pozzolanas from rice husk ash: An alternative to cement for rural housing Oyekan, G. L. and Kamiyo, O. M. (2011).A study on the engineering properties of sandcreteblocks produced with rice husk ash blended cement Rukzon, S., &Chindaprasirt, P. (2006). Strength of ternary blended cement mortar containing Portland cement, rice husk ash and fly ash.J Rukzon, S., Chindaprasirt, P., &Mahachai, R. (2009).Effect of grinding on chemical and physical properties of saw dust ash. Sakr, K. (2006). Effects of Silica Fume and Rice Husk Ash on the Properties of Heavy Weight Concrete.Journal of Materials in Civil Engineering, 18(3): 367-376. Saraswathy, V., & Song, H. (2007).Corrosion performance of rice husk ash blended concrete. Construction and Building Materials, 21 (8): p.1779–1784. Tyagher, S. T., Utsev, J. T., and Adagba, T. (2011). Suitability of Sawdust Ash-Lime Mixture for Production of Sandcrete Hollow Blocks.Nigerian Journal of Technology, 30 (1): 79-84. Wada, I., Kawano, T., &Mokotomaeda, N. (2000).Strength properties of concrete incorporating highly reactive rice-husk ash. Wenapere, D. A. and Ephraim, M. E. (2009).Physico-mechanical behaviour of sandcreteblock masonry units. Journal of Building Appraisal 4: 301–309

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