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dc.contributor.authorAbedi, Mohammadmahdipor
dc.contributor.authorFangueiro, Raúlpor
dc.contributor.authorCorreia, A. Gomespor
dc.date.accessioned2021-07-12T12:31:27Z-
dc.date.available2021-07-12T12:31:27Z-
dc.date.issued2021-04-09-
dc.identifier.citationAbedi, M.; Fangueiro, R.; Correia, A.G. Development of a Novel Multifunctional Cementitious-Based Geocomposite by the Contribution of CNT and GNP. Nanomaterials 2021, 11, 961. https://doi.org/10.3390/nano11040961por
dc.identifier.urihttps://hdl.handle.net/1822/73587-
dc.description.abstractIn this study, a self-sensing cementitious stabilized sand (CSS) was developed by the incorporation of hybrid carbon nanotubes (CNTs) and graphene nanoplatelets (GNPs) based on the piezoresistivity principle. For this purpose, different concentrations of CNTs and GNPs (1:1) were dispersed into the CSS, and specimens were fabricated using the standard compaction method with optimum moisture. The mechanical and microstructural, durability, and piezoresistivity performances, of CSS were investigated by various tests after 28 days of hydration. The results showed that the incorporation of 0.1%, 0.17%, and 0.24% CNT/GNP into the stabilized sand with 10% cement caused an increase in UCS of about 65%, 31%, and 14%, respectively, compared to plain CSS. An excessive increase in the CNM concentration beyond 0.24% to 0.34% reduced the UCS by around 13%. The addition of 0.1% CNMs as the optimum concentration increased the maximum dry density of the CSS as well as leading to optimum moisture reduction. Reinforcing CSS with the optimum concentration of CNT/GNP improved the hydration rate and durability of the specimens against severe climatic cycles, including freeze–thaw and wetting–drying. The addition of 0.1%, 0.17%, 0.24%, and 0.34% CNMs into the CSS resulted in gauge factors of about 123, 139, 151, and 173, respectively. However, the Raman and X-ray analysis showed the negative impacts of harsh climatic cycles on the electrical properties of the CNT/GNP and sensitivity of nano intruded CSS.por
dc.description.sponsorshipThis research was funded by European Commission-Shiff2Rail Program under the project “IN2TRACK2–826255-H2020-S2RJU-2018/H2020-S2RJU CFM-2018”. It was also partly financed by FCT/MCTES through national funds (PIDDAC) under the R&D Unit Institute for Sustainability and Innovation in Engineering Structures (ISISE), under reference UIDB/04029/2020, as well as under the R&D Unit Centre for Textile Science and Technology (2C2T).por
dc.language.isoengpor
dc.publisherMultidisciplinary Digital Publishing Institute (MDPI)por
dc.relationIN2TRACK2–826255-H2020-S2RJU-2018/H2020-S2RJU CFM-201por
dc.relationUIDB/04029/2020por
dc.rightsopenAccesspor
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/por
dc.subjectSelf-sensingpor
dc.subjectStabilized sandpor
dc.subjectCNT/GNPpor
dc.subjectMechanicalpor
dc.subjectMicrostructuralpor
dc.subjectDurabilitypor
dc.subjectPiezoresistivitypor
dc.subjectCNTpor
dc.subjectGNPpor
dc.titleDevelopment of a novel multifunctional cementitious-based geocomposite by the contribution of CNT and GNPpor
dc.typearticlepor
dc.peerreviewedyespor
dc.relation.publisherversionhttps://www.mdpi.com/2079-4991/11/4/961por
oaire.citationStartPage1por
oaire.citationEndPage26por
oaire.citationIssue4por
oaire.citationVolume11por
dc.date.updated2021-04-23T13:36:26Z-
dc.identifier.eissn2079-4991-
dc.identifier.doi10.3390/nano11040961por
dc.subject.wosScience & Technologypor
sdum.journalNanomaterialspor
oaire.versionVoRpor
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