LONG TERM STUDIES ON COMPRESSIVE STRENGTH OF HIGH VOLUME NANO PALM OIL FUEL ASH MORTAR MIXES

Mohd Warid Hussin, Nor Hasanah Abdul Shukor Lim, Abdul Rahman Mohd. Sam, Mostafa Samadi, Mohamed A. Ismail, Nur Farhayu Ariffin, Nur Hafizah A. Khalid, Muhd Zaimi Abd Majid, Jahangir Mirza, Habeeb Lateef

Abstract


Palm oil fuel ash is a waste material that can be used as partial cement replacement. However, its reactivity as pozzolanic material depends on the size of the particle. This paper presents the effects of nano size palm oil fuel ash on the long term characteristics of mortar. The study covers basic properties of mortar including the morphology, porosity, compressive strength and microstructural with regards to the variations in the mix design of the mortar. The palm oil fuel ash used has gone through heat treatment and was ground to a nano size with the percentage replacement of cement used was 60%, 80% and 100%. The different types of mortar samples were cast in a 70x70x70mm cube for compressive strength test. All casting and testing of the samples were conducted in the laboratory at ambient temperature. The results show that the use of 80% nano size palm oil fuel ash has produced higher compressive strength at the age of 28 days by 32% compared to the control mortar. Grinding the palm oil fuel ash to a nano size particle has improved the reactivity of the ash and because of it is a waste material it reduces the cost of the mortar. The experimental result also show that the compressive strength of the 80% nano size palm oil fuel ash mortar at 365 days was 25% higher than its strength at 28 days. In addition, the porosity of the 80% nano palm oil fuel ash mortar was reduced by 51% at the age of 1 year. The overall results have revealed that the use of high volume nano palm oil fuel ash can enhances the mortar properties and due to the high percentage of replacement it can contribute to a more sustainable construction.


Keywords


Palm oil fuel ash, nano size, high volume, porosity, strength development

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References


Metz, B., Davidson, O. R., Bosch, P. R., Dave, R. and Meyer, L. A. 2007. Climate Change 2007. Contribution Of Working Group III To The Fourth Assessment Report Of The Intergovernmental Panel On Climate Change. Cambridge, United Kingdom and New York, NY, USA: University Press.

Akashi, O., Hanaoka, T., Matsuoka, Y. and Kainuma, M. 2011. A Projection For Global CO2 Emissions From The Industrial Sector Through 2030 Based On Activity Level And Technology Changes. Energy. 36(4): 1855-1867.

Asipita, Salawu Abdulrahman, Mohammad Ismail, Muhd Zaimi Abd Majid, Zaiton Abdul Majid, Che Sobry Abdullah, and Jahangir Mirza. 2014. Green Bambusa Arundinacea Leaves Extract As A Sustainable Corrosion Inhibitor In Steel Reinforced Concrete. Journal of Cleaner Production. 67: 139-146.

Nasiru Zakari Muhammad, Ali Keyvanfar, Muhd Zaimi Abd Majid, Arezou Shafaghat, Jahangir Mirza. 2015. Waterproof Performance Of Concrete: A Critical Review On Implemented Approaches. Construction and Building Materials. 101P1(2015): 80-90 (DOI: 10.1016/j.conbuildmat.2015.10.048).

Talaiekhozani, A., Keyvanfar, A., Andalib, R., Samadi, A., Shafaghat, A., Kamyab, H., Majid, M. Z., Zin, R. M., Fulazzaky, M. A., Lee, C. T., and Hussin, M. W. 2014 Application of Proteus Mirabilis And Proteus Vulgaris Mixture To Design Self-Healing Concrete. Desalination and Water Treatment. 52: 19-21, 3623-3630.

Mohamad, M. E., I. S. Ibrahim, R. Abdullah, AB Abd Rahman, A. B. H. Kueh, and J. Usman. 2015. Friction and Cohesion Coefficients Of Composite Concrete-To-Concrete Bond. Cement and Concrete Composites. 56(1-14).

Hussin, M. W. and Abdul Awal. 1996. Influence of Palm Oil Fuel Ash on Strength and Durability of Concrete. In: Proceedings of the 7th International Conference on Durability of Building Materials and Components, Stockholm, Sweden. 19-22 May. 1: 291-298.

Awal, A. S. M. A. 1998. A study of Strength and Durability Performances of Concrete Containing Palm Oil Fuel Ash. Universiti Teknologi Malaysia. PhD Thesis.

Sumadi, S. R. 1993. Relationships between Engineering Properties and Microstructural Characteristics of Mortar Containing Agricultural Ash. Universiti Teknologi Malaysia. PhD Thesis.

Khalil, H. P. S. A., Fizree, H. M., Bhat, H., Jawaid, M. and Abdullah, C.K. 2013. Development and Characterization Of Epoxy Nanocomposites Based On Nano-Structured Oil Palm Ash. Comp Part B: Engineering. 53: 324-333.

Awal, A. S. M. A. and Abubakar, S. I. 2011. Properties of Concrete Containing High Volume Palm Oil. Malaysian J. Civil Eng. 23(2): 54-66.

Taha, M., Mohammad, I., Salihuddin, R. S., Bhutta, M. A. R., Mostafa, S. and Seyed, M. S. 2014. Binary Effect Of Fly Ash And Palm Oil Fuel Ash On Heat Of Hydration Aerated Concrete. The Scientific World Journal. 46: 12-41.

Tangchirapat, W. and Jaturapitakkul, C. 2010. Strength, Drying Shrinkage, And Water Permeability Of Concrete Incorporating Ground Palm Oil Fuel Ash. Cem Concr Compos. 32(10): 767-774.

Hasanah, N. S. A., Hussin, M. W., Sam, A. R. M., Bhutta, M. A. R. and Samadi, M. 2015. Properties of Mortar Containing High Volume Palm Oil Biomass Waste. Advanced Materials Research. 1113: 578-585.

Lim, N. H. A. S., Ismail, M. A., Lee, H. S., Hussin, M. W., Sam, A. R. M., and Samadi, M. 2015. The Effects Of High Volume Nano Palm Oil Fuel Ash On Microstructure Properties And Hydration Temperature Of Mortar. Construction and Building Materials. 93: 29-34.

ASTM C 150. 2012. Standard Specification For Portland Cement. West Conshohocken: ASTM International: 2012.

Anderson, J. E., Meryman, H. and Porsche, K. 2007. Sustainable Building Materials in French Polynesia. International Journal for Service Learning in Engineering. 2: 102-130.

Ariffin, N. F., Hussin, M. W., Rahman, A. S. M., Bhutta, M. A. R., Hasanah, A. S. L. and Hafizah, A. K. 2015. Degree of Hardening of Epoxy-Modified Mortars without Hardener in Tropical Climate Curing Regime. Advanced Materials Research. 1113: 28-35.

Bhutta, M. A. R., Hasanah, N., Farhayu, N., Hussin, M. W., Tahir, M. B. M., and Mirza, J. 2013. Properties Of Porous Concrete From Waste Crushed Concrete (Recycled Aggregate). Construction and Building Materials. 47: 1243-1248.

ASTM C33. 2003. Standard Specification for Concrete Aggregates. West Conshohocken: ASTM International: 2003.

British Standards Institution. 2010. Specification for Mortar For Masonry. Rendering And Plastering Mortar. BS EN 998-1: 2010.

ASTM C109. 2013. Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube Specimens). West Conshohocken: ASTM International: 2013.

ASTM C1403-14. 2014. Standard Test Method for Rate of Water Absorption of Masonry Mortar.

Awal, A. S. M. A. and Shehu, I. A. 2013. Evaluation of Heat Of Hydration Of Concrete Containing High Volume Palm Oil Fuel Ash. Fuel Journal. 105: 728-731.

Noruzman, A. H., Bala, M., Mohammad, I. and Majid, Z. A. 2012. Characteristics of Treated Effluents And Their Potential Applications For Producing Concrete. Journal Of Environmental Management. 110: 27-32.

Mirza, J., Saleh, K., Langevin, M. A., Mirza, S., Bhutta, M. A. R., and Tahir, M. M. 2013. Properties of Microfine Cement Grouts At 4°C, 10°C And 20°C. Construction and Building Materials. 47: 1145-1153.

Marianne, T. J., Dorthe, M., Christian M. P. and Dirch, B. 2001. Durability of Resource Saving Green Type Of Concrete. In: Proceedings Of FIB – Symposium On Concrete And Environment, Berlin, October.




DOI: https://doi.org/10.11113/jt.v77.6387

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