| 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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Volkov-Husović, Tatjana
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (23/23 displayed)
- 2024Comparative investigation of ultrasonic cavitation erosion for two engineering materials ; Uporedno ispitivanje ultrazvučne kavitacione erozije dva inženjerska materijalacitations
- 2023Non destructive monitoring of cavitation erosion of cordierite based coatingscitations
- 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
- 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
- 2022Denture composite reinforced with short polyethylene terephthalate fiberscitations
- 2021Advanced damage resistance monitoring procedure on the composite materials’ surface-exposed to cavitation testingcitations
- 2021Microstructural and cavitation erosion behavior of the cualni shape memory alloycitations
- 2020Basalt-polyester hybrid composite materials for demanding wear applicationscitations
- 2020High temperature materials: properties, demands and applicationscitations
- 2020The effect of polyhedral oligosilsesquioxanes (POSS) on cavitation resistance of hybrid acrylate filmscitations
- 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
- 2018Influence of the fabrication process of copper matrix composites on cavitation erosion resistancecitations
- 2018The influence of basalt content on the properties of austenitic stainless steel 316L
- 2017Thermal shock properties of glass-ceramics synthesized from a glass fritcitations
- 2017Determination of degradation level during cavitation erosion of zircon based ceramiccitations
- 2016Final flotation waste kinetics of sintering at different heating regimescitations
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>