| 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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Vlahović, Milica
University of Belgrade
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (40/40 displayed)
- 2024Comparative investigation of ultrasonic cavitation erosion for two engineering materials ; Uporedno ispitivanje ultrazvučne kavitacione erozije dva inženjerska materijalacitations
- 2024Comparative investigation of ultrasonic cavitation erosion for two engineering materialscitations
- 2024Pelletization of fly ash for utilization in dynamic sorption processes
- 2023X-ray structural analysis of the BaO and TiO2 starting compounds and initial mechanochemical activation
- 2023Mechanochemical synthesis of strontium titanate
- 2023Non destructive monitoring of cavitation erosion of cordierite based coatingscitations
- 2023Application of image analysis for cavitation erosion monitoring of some engineering materials
- 2023Non-Destructive Examination for Cavitation Resistance of Talc-Based Refractories with Different Zeolite Types Intended for Protective Coatingscitations
- 2023Application of image analysis for cavitation erosion resistance monitoring of some engineering materials
- 2023Properties of green self-compacting concrete designed by particle packing density method
- 2023Cavitation erosion resistance of some engineering materials
- 2023Cavitation erosion resistance of refractory ceramics for foundry coatings application
- 2023Properties of green self-compacting concrete designed by particle packing density method
- 2023Determination of Degradation Level during Cavitation Erosion of Zircon Based Ceramiccitations
- 2023Comparison of cavitation erosion resistance of mulite and zircon samples based on non destructive characterization
- 2022Fourier-transform infrared spectroscopy analysis of mechanochemical transformation kinetics of sodium carbonate to bicarbonatecitations
- 2022Possibility of obtaining magnesium titanate by mechanochemical process in a high-energy vibro mill
- 2022Recycled Aggregate Mortar Made with the Recycled Concrete Aggregate and Fly Ash
- 2021X-ray diffraction and SEM analysis of waste sulfur modification for use in concretescitations
- 2021Waste Sulfur as a Partial Filler Replacement in Self-Placing Concrete
- 2021Microstructural and cavitation erosion behavior of the cualni shape memory alloycitations
- 2021Manufacture and characteristics of shape memory alloys for electronic purposes
- 2021Influence of sintering time on density properties and SEM analysis of cordierite-based ceramics
- 2021Electrical properties of isothermally sintered cordierite-based ceramics as funcion of sintering and activation time
- 2020High temperature materials: properties, demands and applicationscitations
- 2020Influence of mechanochemical activation on components on synthesis of cordierite ceramics for application in electronics
- 2020Impact of relaxation time of activated mixture on ceramics synthesis for electronic purposes
- 2020Effects of waste sulfur content on properties of self-compacting concretecitations
- 2019Relevant Properties of Green Self-Compacting Concrete
- 2018Modelling, simulation and optimisation of pulse-reverse regime of copper, silver and gold electrodepositioncitations
- 2018Valorization of waste sulfur in synthesis of eco-friendly self-compacting concrete
- 2017Comparison of cavitation erosion resistance of mullite and zircon samples based on non destructive characterization
- 2017Implementation of infrared thermography on defects monitoring during cavitation erosion of mullite ceramic
- 2017Determination of degradation level during cavitation erosion of zircon based ceramiccitations
- 2015Behavior of low cement castable in extreme conditions: thermal shock, cavitation erosion, low level laser action
- 2015Implementation of image analysis on surface degradation determination caused by cavitation erosion
- 2015Non-destructive evaluation of sulfur-polymer composite behavior under induced destruction influence
- 2014Assessment of sulfur-polymer composite quality based on nondestructive testing
- 2013Nondestructive evaluation of degradation level for refractory and polymer composite materials in extreme conditions
- 2013Anisotropy of refractory concrete subjected to the thermal shock by using the surface analysis
Places of action
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article
Properties of green self-compacting concrete designed by particle packing density method
Abstract
<jats:p>Since depletion of natural resources and the amount of construction and demolition waste have overcome the socially and environmentally acceptable level, the construction industry must address this issue and reduce its impact on the environment. A step towards sustainability in the construction industry is the application of recycled aggregates and supplementary cementitious materials as integral components of concretes, which provides conserving natural aggregates and waste reduction. This study adopts a holistic approach to producing green self-compacting concrete with the highest portion of recycled aggregate as a replacement for natural aggregate and fly ash as filler. Based on the particle packing density method, four series of self-compacting concrete were prepared: the first series was made with natural fine and coarse aggregate, the second series was made with fine natural aggregate and recycled coarse aggregate, the third with 50 % (by mass) of fine natural aggregate replaced by recycled fine aggregate and recycled coarse aggregate, and the fourth series completely with recycled fine and coarse aggregate. The content of fly ash remained constant. Regardless of the expected decrease of workability in a fresh state with the increase of the recycled aggregate content, all series exceeded the requirements set for the hardened structural concrete.</jats:p>