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| Naji, M. |
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| Motta, Antonella |
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| Aletan, Dirar |
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| Mohamed, Tarek |
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| Ertürk, Emre |
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| Taccardi, Nicola |
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| Kononenko, Denys |
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| Petrov, R. H. | Madrid |
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| Alshaaer, Mazen | Brussels |
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| Bih, L. |
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| Casati, R. |
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| Muller, Hermance |
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| Kočí, Jan | Prague |
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| Šuljagić, Marija |
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| Kalteremidou, Kalliopi-Artemi | Brussels |
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| Azam, Siraj |
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| Ospanova, Alyiya |
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| Blanpain, Bart |
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| Ali, M. A. |
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| Popa, V. |
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| Rančić, M. |
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| Ollier, Nadège |
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| Azevedo, Nuno Monteiro |
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| Landes, Michael |
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| Rignanese, Gian-Marco |
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Pakrashi, Vikram
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (13/13 displayed)
- 2021A dynamic harmonic regression approach for bridge structural health monitoringcitations
- 2019Self compacting concrete from uncontrolled burning of rice husk and blended fine aggregatecitations
- 2019Performance of masonry blocks incorporating Palm Oil Fuel Ashcitations
- 2019High dynamic range image processing for non-destructive-testing
- 2019ROC dependent event isolation method for image processing based assessment of corroded harbour structurescitations
- 2019Suitable Waves for Bender Element Tests: Interpretations, Errors and Modelling Aspectscitations
- 2016Suitable waves for bender element testscitations
- 2016Suitable Waves for Bender Element Tests: Interpretations, Errors and Modelling Aspectscitations
- 2014Performance of masonry blocks incorporating Palm Oil Fuel Ashcitations
- 2014Performance of masonry blocks incorporating Palm Oil Fuel Ashcitations
- 2012Texture Analysis based Detection and Classification of Surface Features on Ageing Infrastructure Elements
- 2011High Dynamic Range image processing for Structural Health Monitoringcitations
- 2007An Image Analysis Based Damage Classification Methodology
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article
Performance of masonry blocks incorporating Palm Oil Fuel Ash
Abstract
<p>This paper presents an experimental study on the development of masonry block with Palm Oil Fuel Ash (POFA) as a partial replacement to cement whilst maintaining satisfactory properties of masonry block. The dosages of POFA are limited to 0%, 20%, 40% and 60% by mass of the total cementitious material in the masonry block. The experiments on masonry block investigate the compressive strength and the breaking load for mechanical properties and water absorption and efflorescence for its durability. The compressive strength and the breaking load of the masonry blocks reduce with increasing percentage of POFA replacement. However, it satisfies the requirements of Class 1 and Class 2 load-bearing masonry block according to Malaysian Standard MS76:1972. In terms of durability of the masonry block, water absorption for all the masonry blocks satisfies the requirement of ASTM C55-11 and there is no any sign of efflorescence on all the masonry blocks. POFA based masonry block are also found to be cheaper than the cement sand masonry blocks. The experimental studies indicate that POFA based masonry block has a significant potential for application in the construction industry.</p>