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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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Wan Ibrahim, Mohd Haziman
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (22/22 displayed)
- 2021Evaluation on the rheological and mechanical properties of concrete incorporating eggshell with tire powdercitations
- 2020INFLUENCE OF PALM OIL BIOMASS CLINKER AND EMPTY FRUIT BUNCH FIBERS ON CONCRETE PROPERTIES
- 2020Failure behavior of sandwich honeycomb composite beam containing crack at the skin.citations
- 2019Coal bottom ash as a sustainable supplementary cementitious material for the concrete exposed to seawatercitations
- 2019Effects of Grinding Process on the Properties of the Coal Bottom Ash and Cement Pastecitations
- 2019Performances of concrete containing coal bottom ash with different fineness as a supplementary cementitious material exposed to seawatercitations
- 2019Carbonation of concrete containing mussel (Perna Viridis) shell ashcitations
- 2019Short-term effects of sulphate and chloride on the concrete containing coal bottom ash as supplementary cementitious materialcitations
- 2019Recycling of Coal Ash in Concrete as a Partial Cementitious Resourcecitations
- 2018An Utilization of Palm Fuel Ash (POFA) and Ceramic Waste as Cement Materials Replacement in Concrete Productioncitations
- 2018Evaluate the expressions of compression strength and UPV relationshipcitations
- 2018Influence of ground coal bottom ash on the properties of concretecitations
- 2017Crack classification in concrete beams using AE parameterscitations
- 2017A review on seashells ash as partial cement replacementcitations
- 2017A Review: The Effect of Grinded Coal Bottom Ash on Concretecitations
- 2017The durability of concrete containing recycled tyres as a partial replacement of fine aggregatecitations
- 2016Fresh properties and flexural strength of self-compacting concrete integrating coal bottom ashcitations
- 2014Effect of Rice Husk Ash Fineness on the Properties of Concretecitations
- 2014Strength and microstructure analysis of concrete containing rice husk ash under seawater attack by wetting and drying cyclescitations
- 2014The effect of bottom ash on fresh characteristic, compressive strength and water absorption of self-compacting concretecitations
- 2014Compressive and Flexural Strength of Foamed Concrete Containing Polyolefin Fiberscitations
- 2011Strength and permeability properties of concrete containing rice husk ash with different grinding timecitations
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article
Evaluation on the rheological and mechanical properties of concrete incorporating eggshell with tire powder
Abstract
he construction industry is the largest consumer of raw materials which are under the risk of exhaustion and depletion in the near future, which has prompted the usage of waste materials for the conservation of resource and as a solution for waste management. Two wastes that are widely produced but often inefficiently disposed are eggshell and waste tire. Hence, this paper aims to evaluate the rheological and mechanical properties of concrete incorporating eggshell and waste tire rubber using Response Surface Methodology (RSM). Concrete with eggshell as cement replacement and waste tire rubber as sand replacement was prepared with an interval of 5% up to 15% replacement of both materials. Rheological properties of concrete were accessed using slump cone test while mechanical properties were studied through compressive strength and flexural strength test. Result showed that eggshell replacement has a minor effect on concrete slump while tire rubber reduces workability considerably. Result also showed that concrete mechanical strength was optimum at 5% and 10% eggshell replacement, while tire rubber reduced mechanical strength with percentage of replacement. Non-destructive tests indicated that concrete has excellent quality but excessive tire replacement beyond 10% compromised structural integrity of concrete. Overall, RSM models were able to model the properties of concrete with high accuracy and minimal deviation.