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Performance investigation of ecoconcrete with recycled aggregates enhanced by nanoparticles

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dc.contributor.author LEPADATU, Daniel
dc.contributor.author JUDELE, Loredana
dc.contributor.author BUCUR, Dana Roxana
dc.contributor.author CIUBARCA, Pavel
dc.contributor.author PROASPAT, Eduard
dc.date.accessioned 2026-02-20T06:45:45Z
dc.date.available 2026-02-20T06:45:45Z
dc.date.issued 2025
dc.identifier.citation LEPADATU, Daniel; Loredana JUDELE; Dana Roxana BUCUR; Pavel CIUBARCA and Eduard PROASPAT. Performance investigation of ecoconcrete with recycled aggregates enhanced by nanoparticles. In: 25th International Multidisciplinary Scientific GeoConference Surveying Geology and Mining Ecology Management, SGEM, Albena, Bulgaria, 29 June - 6 July, 2025. International Multidisciplinary Scientific Geoconference, 2025, vol. 25, nr. 6.1, pp. 65-72. ISBN 978-619-7603-87-3, ISSN 1314-2704. en_US
dc.identifier.isbn 978-619-7603-87-3
dc.identifier.issn 1314-2704
dc.identifier.uri https://doi.org/10.5593/sgem2025/6.1/s23.09
dc.identifier.uri https://repository.utm.md/handle/5014/35336
dc.description Acces full text: https://doi.org/10.5593/sgem2025/6.1/s23.09 en_US
dc.description.abstract In the context of sustainable development and the urgent need to reduce the environmental footprint of the construction industry, the reuse of recycled concrete waste in mortar formulations has emerged as a promising strategy. However, the incorporation of such waste materials typically leads to diminished mechanical performance, primarily due to the reduced chemical activity of the recycled aggregates. To address this drawback, nanoparticles have gained attention as functional additives capable of restoring or even enhancing the structural integrity of cement-based composites. This preliminary study investigates the effect of two types of nanoparticles, Nano-Silica Powder and Multi-Walled Carbon Nanotubes on the mechanical properties of mortars incorporating recycled concrete waste at two different dosages. The prepared specimens were subjected to standardized compressive strength and flexural tensile strength tests to evaluate the reinforcing effects and variability induced by these nanomaterials. Experimental results demonstrated a significant improvement in compressive strength, particularly in mixtures containing nano-silica, which can be attributed to its pozzolanic activity, filler effect, and refinement of the pore structure. In contrast, flexural strength results exhibited considerable variability, likely stemming from challenges in achieving homogeneous nanoparticle dispersion and the complex interactions between nanoparticles and the cementitious matrix. Beyond their physical and chemical contributions, nanoparticles exhibit behaviors that stem from quantum-scale phenomena, including quantum confinement, surface energy effects, and tunneling. These characteristics, while not yet fully understood in the context of cementitious materials, are believed to play a role in modifying the hydration kinetics and bonding mechanisms at the nanoscale. Such effects open new avenues for manipulating material behavior at a fundamental level. The findings of this study suggest that nanoparticles can act as effective reinforcement agents in ecoconcrete, providing a pathway to partially or fully recover the mechanical properties lost due to the use of recycled components. This work provides a foundational basis for future research that aims to leverage nanotechnology and, potentially, quantum-scale interactions to engineer sustainable and high-performance construction materials. en_US
dc.language.iso en en_US
dc.publisher International Multidisciplinary Scientific Geoconference en_US
dc.rights Attribution-NonCommercial-NoDerivs 3.0 United States *
dc.rights.uri http://creativecommons.org/licenses/by-nc-nd/3.0/us/ *
dc.subject carbon nanotubes en_US
dc.subject ecoconcrete en_US
dc.subject nano-silica en_US
dc.subject quantum-scale interactions en_US
dc.title Performance investigation of ecoconcrete with recycled aggregates enhanced by nanoparticles en_US
dc.type Article en_US


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