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| Naji, M. |
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| Mohamed, Tarek |
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| Ertürk, Emre |
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| Taccardi, Nicola |
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| Petrov, R. H. | Madrid |
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| Alshaaer, Mazen | Brussels |
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| Casati, R. |
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| Muller, Hermance |
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| Kočí, Jan | Prague |
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| Kalteremidou, Kalliopi-Artemi | Brussels |
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| Azam, Siraj |
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| Ali, M. A. |
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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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Khushnood, Rao Arsalan
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Topics
Publications (9/9 displayed)
- 2024Feasibility Study of Expanded Clay Aggregate Lightweight Concrete for Nonstructural Applicationscitations
- 2022Performance Evaluation of MWCNTs Reinforced Cement Mortar Composites using Natural and Commercial Surfactantscitations
- 2021Synthesis, characterization and application of graphene oxide in self consolidating cementitious systemscitations
- 2021Exploring mechanical performance of hybrid MWCNT and GNMP reinforced cementitious compositescitations
- 2020A comparative study on performance evaluation of hybrid GNPs/CNTs in conventional and self-compacting mortarcitations
- 2018Bioimmobilized Limestone Powder for Autonomous Healing of Cementitious Systems: A Feasibility Studycitations
- 2016Carbonized nano/microparticles for enhanced mechanical properties and electromagnetic interference shielding of cementitious materialscitations
- 2015High Performance Self-Compacting Cementitious Materials Using Nano/Micro Carbonaceous Inerts
- 2015Crack path and fracture surface modifications in cement compositescitations
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article
Feasibility Study of Expanded Clay Aggregate Lightweight Concrete for Nonstructural Applications
Abstract
In nonstructural infill panels, common materials like expanded polystyrene panels face fire susceptibility, autoclaved aerated concrete (AAC) incurs high production costs, and traditional bricks come with a significant carbon footprint and weight. So, there is a requirement for infill panels that are not just resilient and lightweight but sustainable as well. This study seeks to address these issues by introducing sustainable and lightweight expanded clay aggregate (ECA) in concrete. Firstly, eight ECA mix designs were prepared by integrating fly ash and kerosene with clay, and ECA with a bulk density of 0.59 g/cm³ and compressive strength of up to 1.73 MPa were prepared. The lightest ECA mix was then chosen to explore their use in lightweight aggregate concrete (LWAC) along with fly ash as a secondary cementitious material. The resulting LWAC had a minimum density of 1,050 kg/m³ and a compressive strength of 6.8 MPa, fulfilling the standard requirements of a minimum of 3.5 MPa for nonstructural concrete.