PERFORMANCE OF WASTE TYRE AND PALM OIL FUEL ASH CONCRETE

Authors

  • Khairol Azhar Nordin Department of Structures and Materials, Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 Johor Bahru, Johor, Malaysia.
  • Musa Adamu Department of Structures and Materials, Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 Johor Bahru, Johor, Malaysia.
  • Parham Forouzani Department of Structures and Materials, Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 Johor Bahru, Johor, Malaysia.
  • Mohammad Ismail 2UTM Construction Research Centre, Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 Johor Bahru, Johor, Malaysia.

DOI:

https://doi.org/10.11113/mjce.v25.15851

Keywords:

Waste tyre, palm oil fuel ash, rubberized concrete, mechanical strength

Abstract

The performance of concrete mix in the presence of tyre particle and Palm Oil Fuel Ash (POFA) was investigated and compared with control mix. Tyre particle was used as sand replacement whereas POFA was used as a cement replacement. The proportion of the tyre particle varied in a percentage of 10%, 20% and 30% sand replacement while the proportion of POFA was fixed at 20%. Control specimen mixed with 0% POFA. And 1% of superplastisizer was added into concrete mix to improve its workability. The concrete was cured in water and was tested at 7, 14, 28 and 56 days. The tests conducted were slump test for workability and mechanical properties test (compressive, tensile, and flexural strength). The results showed that tyre particles decrease workability and the mechanical properties of concrete. The compressive strength and indirect tensile strength of concrete contain 20% POFA increases while its flexural strength decreases.

References

Abu Z. (1990) The Pozzolanicity of Some Agricultural Fly Ash and Their Use In Cement Mortar and Concrete. Master Thesis. Universiti Teknologi Malaysia, Malaysia, 216pp.

American Concrete Institute ACI 318 (2008). Building Code Requirements for Structural Concrete

Ahmad M.H, Omar R.C, Malek M.A, Noor N.Md, and Thiruselvam S. (2008). Compressive strength of palm oil fuel ash concrete. International Conference on Construction and

Building Technology, 27A, 297 – 306.

Aiello M.A., and Leuzzi F. (2010) Waste tyre rubberized concrete: Properties at fresh and hardened state. Waste Management 30, 1696 – 1704

ASTM Standards C143 (1990). Standard Test Method for Slump of Hydraulic-Cement Concrete

ASTM Standards C39/C39M (2012). Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens

ASTM Standards C293 (2008). Standard Test Method for Flexural Strengthof Concrete (using beam with center-point loading).

ASTM Standards C192/C192M (2012). Standard Practice for Making and Curing Test Specimens in the Laboratory

ASTM Standards C496 (1990). Standard Test Method for Splitting Tensile Strength of Cylindrical Concrete Specimens.

Awal, A.S.M.A. and Hussin, M.W. (1996) Properties of fresh and hardened concrete containing palm oil fuel ash. Proceedings of the 3rd Asia-Pacific Conference on Structural Engineering

and Construction. Johor Bahru, Malaysia.

Awal A.S.M.A and Abubakar S.I. (2011) Properties of Concrete Containing High Volume Palm Oil Fuel Ash: A Short-Term Investigation. Malaysian journal of Civil Engineering, Vol.

(2), pp. 164-176.

Ganjian E., Khorami M. and Maghsoudi A.A. (2009) Scrap-tyre-rubber replacement for aggregate and filler in concrete. Construction and Building Materials 23, 1828–1836.

Guneyisi E., Gesoglu M. and Ozturan T. (2004). Properties of rubberized concretes containing silica fume. Journal of Cement and Concrete Research, ELSEVIER, 34, 2309-2317

Issa C.A., and salem G. (2013) Utilization of recycled crumb rubber as fine aggregate in concrete mix design. Construction and Building Materials 42, 48 – 52

Khaloo A.R., Dehestani M. and Rahmatabadi P. (2008) Mechanical properties of concrete containing a high volume of tyre–rubber particles. Waste Management 28, 2472–2482.

Khatib Z. K. and Bayomy F. M. (1999) Rubberized portland cement concrete. Materials in civil engineering, J. Mater. Civ. Eng.11, 206-213.

Li G., Michael A. S., Gregory G., John E., Christopher A. and Baoshan H. (2004) Development of waste tyre modified concrete. Cement and Concrete Research 34, 2283–2289.

Li W, Wang X, Wang J, and Wang C. (2013). Experimental study on the mechanical properties of the crumb rubber concrete. Advanced Materials Research 645, 172 – 175.

Mehta P.K. (1997) Properties of blended cements made from rice-husk ash. ACI Journal 74, 440–442.

Siddique R. and Naik T. R. (2004) Properties of concrete containing Scrap-tyre rubber. Waste management 24, 563-569.

Siddique R., Khatib J. and Kaur I. (2008) Use of recycled plastic in concrete: A review. Waste Management 28, 1835–1852.

Singh N.B., Singh V.D. and Rai, S. (2000) Hydration of baggase ashblended Portland cement. Cement and Concrete Research 30, 1485–1488.

Sooraj V.M, (2013) Effect of palm oil fuel ash (POFA) on strength properties of concrete. International journal of Scientific and Research Publications, vol 3, issue 6.

Sukontasukkul P., and Tiamlom K., (2012) Expansion under water and drying shrinkage of rubberized concrete mixed with crumb rubber with different size. Construction and Building

Materials 29, 520-526

Tang W, Cui H, and Lo Y. (2012) Properties of concrete containing scrap tyre chips. Advanced Materials Research Vols 399 – 401: pp1251 – 1256

Udoeyo F.F. and Dashibil P.U. (2002) Sawdust ash as concrete material. Journal of Materials in Civil Engineering, 173–176.

Downloads

Published

2018-06-28

Issue

Section

Articles

How to Cite

PERFORMANCE OF WASTE TYRE AND PALM OIL FUEL ASH CONCRETE. (2018). Malaysian Journal of Civil Engineering, 25(2). https://doi.org/10.11113/mjce.v25.15851