| People | Locations | Statistics |
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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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Khorami, Morteza
Coventry University
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (29/29 displayed)
- 2024Properties of Self-Compacting Concrete (SCC) Prepared with Binary and Ternary Blended Calcined Clay and Steel Slagcitations
- 2024Influence of Calcining Temperature on the Mineralogical and Mechanical Performance of Calcined Impure Kaolinitic Clays in Portland Cement Mortarscitations
- 2024Assessment of the Mechanical and Microstructural Performance of Waste Kraft Fibre Reinforced Cement Composite Incorporating Sustainable Eco-Friendly Additives
- 2023Influence of Calcined Clay Pozzolan and Aggregate Size on the Mechanical and Durability Properties of Pervious Concretecitations
- 2023Mechanical and durability performance of ternary blended calcined clay and pulverized granite mortar compositescitations
- 2023Effect of calcined clay on fresh and hardened properties of self-compacting concrete (SCC)citations
- 2023Hydration, Reactivity and Durability Performance of Low-Grade Calcined Clay-Silica Fume Hybrid Mortarcitations
- 2023Expanded polystyrene (EPS) in concrete
- 2022Potential of low-grade kaolinitic clay as a cement substitution in concrete
- 2022Potential of calcined brick clay as a partial substitution in blended cement mortarscitations
- 2022Characteristics of a novel lightweight concretecitations
- 2022Mechanochemical Characterisation of Calcined Impure Kaolinitic Clay as a Composite Binder in Cementitious Mortarscitations
- 2022Performance of low-grade kaolinitic clay as a cement substitute in mortar: A comparative study with fly ash
- 2022Use of low grade kaolinitic clays in development of a pozzolan-cement binder system
- 2021Use of Waste Gypsum, Reclaimed Asphalt Filler, and GGBS as a Full Replacement of Cement in Road Basecitations
- 2019Predicting the Corrosion Rate of Steel in Cathodically Protected Concrete Using Potential Shiftcitations
- 2019Effects of Sodium Silicate Proportion on Strength Development of Calcined Clay Geopolymer Mortar
- 2018Investigation of intrinsic de-bonding in bonded concrete overlays: Material characterisation and numerical Studycitations
- 2017Utilisation of waste cardboard and Nano silica fume in the production of fibre cement board reinforced by glass fibrescitations
- 2016Improvement of Flexural Performance of Fibre Cements Composite Board through Fibre Impregnation
- 2014FLEXURAL STRENGTH BEHAVIOUR OF FIBRE CEMENT BOARD REINFORCED BY BLAST FURNACE SLAG FIBRES
- 2013An experimental study on the flexural performance of agro-waste cement composite boards
- 2013The effect of limestone powder, silica fume and fibre content on flexural behaviour of cement composite reinforced by waste Kraft pulpcitations
- 2011Determination of Damage Index of Corroded Reinforced Concrete Columns with Electrochemical Corrosion in Chloride Contaminated Environment
- 2011بررسی امکانسنجی تسلیح کامپوزیتهای سیمانی با برخی از الیاف طبیعی حاصل از ضایعات
- 2011Comparing flexural behaviour of fibre-cement composites reinforced bagassecitations
- 2010Production of Cement Composite Board Using Cellulose Fibre
- 2009Scrap-tyre-rubber replacement for aggregate and filler in concretecitations
- 2005مشخصات نویسندگان مقاله اثر خوردگی میلگرد بر مقاومت خمشی تیرهای بتن مسلح تحت اثر نیروهای قائم تناوبی
Places of action
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article
Scrap-tyre-rubber replacement for aggregate and filler in concrete
Abstract
In this research the performance of concrete mixtures incorporating 5%, 7.5% and 10% of discarded tyre rubber as aggregate and cement replacements was investigated. Numerous projects have been conducted on replacement of aggregates by crumb rubbers but scarce data are found on cementitious filler addition in the literature. Hence to examine characteristics of tyre crumb-containing concrete, two sets of concrete specimens were made. In the first set, different percentages by weight of chipped rubber were replaced for coarse aggregates and in the second set scrap-tyre powder was replaced for cement. Selected standard durability and mechanical test were performed and the results were analysed. The mechanical tests included compressive strength, tensile strength, flexural strength and modulus of elasticity. The durability tests included permeability and water absorption. The results showed that with up to 5% replacement, in each set, no major changes on concrete characteristics would occur, however, with further increase in replacement ratios considerable changes were observed.