STRENGTH PROPERTIES OF 10 MILLIMETERS TIMBER CLINKER AGGREGATE CONCRETE
DOI:
https://doi.org/10.11113/mjce.v29.15607Keywords:
Control system design, Flight simulation, Mathematical model, Parameter identification, UAV, Timber clinker, compressive strength, strength properties, slump, sustainability.Abstract
This paper presents some experimental results and discusses the used of timber clinker as partial aggregate replacement in producing concrete. A number of tests were conducted to identify the physical properties of timber clinker aggregate such as density, aggregate impact value (AIV) test and aggregate crushing value (ACV) test, slump, X-Ray Fluorescence (XRF) test and compressive strength of timber clinker aggregate concrete. Two series of concrete mixes with Supracoat SP1000(C0, C10, C20, C30) and without Supracoat SP1000(CA0, CA10, CA20, CA30) with various percentage of 0%, 10%, 20% and 30% 10 mm sieve size timber clinker aggregate used as partial replacement in producing concrete. A total of forty 150 x 150 x 150 mm cubes samples were prepared for both series of concrete mixes and tested at 7, 14 and 28 days of water curing. The results obtained showed that timber clinker aggregate concrete gained highest compressive strength for both series of concrete mixes C20 and CA20 which was 37 MPa and 34 MPa respectively. The optimum percentage used of timber clinker aggregate in producing concrete was 20% where if exceeded will decreased the compressive strength and Supracoat SP1000 added tend to improve the concrete slump. The physical properties test indicated the contribution to the concrete strength development. The results obtained and observation made in this study suggest that timber clinker aggregate successfully used as partial replacement in producing concrete and performed better strength developmentReferences
Diah, A. B. M., and Koh, H. B. High-Performance Concrete: Towards Durable Construction. Proceedings of International Conference Construction and Building Technology (ICCTB), 2008 31-44.
Lee, Y. L., Karim, A. T. A., Rahman, I. A., Koh, H. B., Adnan, S. H., Nagapan, S. and Reza, F. V. Alternative Aggregates for Sustainable Construction. International Journal of Zero Waste Generation. 1(1) 2013 1-6.
Rifat, R., Taha, S., Badarnah, A. and Barahma, H. Properties of Recycled Aggregate In
Concrete and Road Pavement Applications. The Islamic University Journal (Series of Natural Studies and Engineering). 15(2) 2007 247-264.
Akbari, Y. V., Ahmedabad, Gujarat, Arora, N. K., and Vakil, M. D. Effect of Recycled Aggregate on Concrete Properties. International Journal of Earth Sciences and Engineering. 4(6) 2011 924-928.
Adnan, S. H., Rahman, I. A. and Lee, Y. L. Performance of Recycled Aggregate Concrete Containing Micronized Biomass Silica. International Journal of Sustainable Construction Engineering & Technology. 1(2) 2010 1-10.
Kawano, H. O. The State of Using By-Products In Concrete In Japan and Outline of JIS/TR On Recycled Concrete Using Recycled Aggregates. 2010. Retrieved on 5 April, 2014 from http://www.pwri.go.jp/eng/activity/pdf/reports/kawano01.pdf
Ghani, W. A. K., Abdullah, M.S.F., Matori, K. A., Alias, A. B. and Silva, G. Physical and Thermochemical Characterisation of Malaysian Biomass Ashes. Journal of The Institution of Engineers, Malaysia. 71(3) 2010 9-18.
Hassan, M. A., Yacob, S., and Ghani, B. A. Utilization of Biomass In Malaysia :Potential for CDM Business. The Japan Institute of Energy. 2006. Retrieved April 5, 2014 from http://www.jie.or.jp/pdf/16.Prof.Hassan.pdf
Mekhilef, S. Renewable Energy Resources and Technologies Practice in Malaysia.
Proceedings to 5th International Symposium on Hydrocarbons & Chemistry (ISHC5), Sidi Fredj, Algiers, University of Malaya, Kuala Lumpur. 2010 1-9. Kuala Lumpur, Malaysia : University of Malaya.
Awal, A. A. S. M., and Abubakar, S. I. Properties of Concrete Containing High Volume Palm Oil Fuel Ash : A Short-term Investigation. Malaysian Journal of Civil Engineering. 23(2) 2011 54-66.
Hisyam, M. S., Fadhluhartini, M and Muda, Z. The Properties of Special Concrete Using Washed Bottom Ash (WBA) as Partial Sand Replacement. International Journal of Sustainable Construction Engineering & Technology. 1 (2) 2010 65-76.
Canpolat, F. The Role of Coal Combustion Products in Sustainable Construction Materials. The Indian Concrete Journal. 2011 26-38.
Sooraj, V.M. Effect of Palm Oil Fuel Ash (POFA) on Strength Properties of Concrete. International Journal of Scientific and Research Publications. 3(6) 2013 1-7.
Osei, D. Y. Compressive Strength of Concrete Using Recycled Concrete Aggregate as Complete Replacement of Natural Aggregate. Journal of Engineering, Computers & Applied Sciences. 2(10) 2013 26-30.
Yong, M. J. L., Choon, P. C., Alengaram, J. U., and Jumaat, M. Z. Utilization of Palm Oil Fuel Ash as Binder in Lightweight Oil Palm Shell Geopolymer Concrete. Advances
in Materials Science and Engineering. 2014 1-7.
Sobuz, H. R., Hasan, S. N. M., Tamanna, N., and Islam, S. M. Structural Lightweight Concrete Production by Using Oil Palm Shell. Journal of Materials. 2014 1-6.
McNeil, K. and Kang, T. H. K. Recycled Concrete Aggregates: A Review. International Journal of Concrete Structures and Materials. 7(1) 2013 61–69.
Ahmad, M. H., Lee, Y. L. and Noor, N. M. Water Permeability of Malaysian Palm oil
Clinker Concrete. Proceedings of Malaysian Technical Universities Conference on Engineering and Technology 2008(MUCET 2008). 2008 1-5. Putra Palace, Perlis, Malaysia.
Cheah, C. B. and Ramli, M. The implementation of wood waste ash as a partial cement
replacement material in the production of structural grade concrete and mortar: An overview. Elsevier Journal of Resources, Conservation and Recycling. 2381 2011 1-17.
Yong, P. C., and Teo, D. C. L. (2009). Utilisation of Recycled Aggregate as Coarse Aggregate in Concrete. UNIMAS E-Journal of Civil Engineering. 1(1) 2009 1-6.
Vyas, C. M. and Bhatt, D. R. Use of Recycled Coarse Aggregate in Concrete. International Journal Of Scientific Research. 2(1) 2013 70-74.
Marsh, B. K. (1988). Design of Normal Concrete Mixes. 2nd Edition. Building Research
Establishment. UK.
Marsh, B. K. (1988). Design of Normal Concrete Mixes. 2nd Edition. Building Research
Establishment. UK.
Abdullahi. M. Effect of Aggregate Type on Compressive Strength of Concrete. International Journal of Civil and Structural Engineering. 2(3) 2012 791-800.
Newman, J. and Ban, S. C. (2003). Advanced Concrete Technology : Constituent Materials.
Elsevier Ltd : London.
