Amanda Pontes Maia Pires Alcantara
Current Organizations / Institutes
The organizations/institutes from the scholar's latest article
Previous Organizations / Institutes
The organizations / institutes from the scholar's other articles in the past ten years
Amanda Pontes Maia Pires Alcantara has a total of 34 co-authors. Here are the top co-authors by number of shared publications:
- Verônica Teixeira Franco Castelo Branco
Universidade Federal do Ceará (UFC)
4 shared publications - Débora Barbosa da Silva
Department of Transportation Engineering, Federal University of Ceará, Fortaleza 60440-900, Brazil
2 shared publications - Elisabete Freitas
Institute for Sustainability and Innovation in Structural Engineering—ISISE, Advanced Production & Intelligent Systems—ARISE, Department of Civil Engineering, University of Minho, 4800-058 Guimarães, Portugal
2 shared publications - Francisco Wagner Sousa
Instituto Federal de Educação, Ciência e Tecnologia do Ceara
2 shared publications - Iran Rocha Segundo
Centre of Physics of Minho and Porto Universities (CF-UM-UP), University of Minho, Guimarães, Portugal
2 shared publications - Joaquim Carneiro
Centre of Physics of Minho and Porto Universities (CF-UM-UP), University of Minho, Guimarães, Portugal
2 shared publications
Latest Publications
- Open Access
Chitosan-Doped TiO2 Functionalized Asphalt Mixtures for NO2 Mitigation Under High Pollution Levels
Improving air quality is a significant environmental challenge. This research explored the potential of asphalt mixtures functionalized with a chitosan–TiO2 composite (CS-TiO2) to reduce high NO2 concentrations and improve durability. For the assessment of the photocatalytic efficiency of the new CS-TiO2 composite, a low-cost reactor adapted to accommodate asphalt Marshall-type specimens and high pollutant concentrations encompassing a passive sampling module was developed. The CS-TiO2 was synthesized using a wet impregnation method at a concentration of 2%, and asphalt mixtures were treated with aqueous solutions of the photocatalysts at 2.5 g/m2 and 5.0 g/m2. Laboratory tests using the photocatalytic reactor and passive sampling of NO2 revealed pollutant reductions of 21% with TiO2 and 28% with CS-TiO2. CS-TiO2 achieved 15% efficiency in visible light, reducing NO2 levels and offering UV protection to the asphalt mixtures. Additionally, the chitosan improved the photocatalyst’s adhesion by about 18%, as confirmed by tape test results, suggesting enhanced durability on pavement surfaces. The results achieved showcase the relevance of the proposed methodological improvements for supporting further research.
Open AccessChitosan-Doped TiO2 Functionalized Asphalt Mixtures for NO2 Mitigation Under High Pollution Levels
Improving air quality is a significant environmental challenge. This research explored the potential of asphalt mixtures functionalized with a chitosan–TiO2 composite (CS-TiO2) to reduce high NO2 concentrations and improve durability. For the assessment of the photocatalytic efficiency of the new CS-TiO2 composite, a low-cost reactor adapted to accommodate asphalt Marshall-type specimens and high pollutant concentrations encompassing a passive sampling module was developed. The CS-TiO2 was synthesized using a wet impregnation method at a concentration of 2%, and asphalt mixtures were treated with aqueous solutions of the photocatalysts at 2.5 g/m2 and 5.0 g/m2. Laboratory tests using the photocatalytic reactor and passive sampling of NO2 revealed pollutant reductions of 21% with TiO2 and 28% with CS-TiO2. CS-TiO2 achieved 15% efficiency in visible light, reducing NO2 levels and offering UV protection to the asphalt mixtures. Additionally, the chitosan improved the photocatalyst’s adhesion by about 18%, as confirmed by tape test results, suggesting enhanced durability on pavement surfaces. The results achieved showcase the relevance of the proposed methodological improvements for supporting further research.
- Open Access
- 11 December 2023
- Published by Associacao Nacional de Pesquisa e Ensino em Transportes in Transportes
- Vol. 31 (3) , e2887
Diagnóstico de emissões de poluentes atmosféricos na produção de misturas asfálticas
Os pavimentos asfálticos são comumente utilizados em grandes centros urbanos no Brasil. No entanto, vários contaminantes do ar são emitidos durante o ciclo de produção desses pavimentos devido, principalmente, a necessidade de uso de altas temperaturas durante esse processo. Esta pesquisa visa avaliar os níveis de poluição durante o processo de produção (usinagem) de misturas asfáltica em contexto real. Para avaliar tal aspecto, foram analisadas emissões de poluentes atmosféricos geradas em uma usina de misturas asfálticas durante seu período de operação em comparação com o seu estágio de inatividade. Utilizaram-se os métodos de amostragem passiva para a quantificação do dióxido de nitrogênio (NO2) e do dióxido de enxofre (SO2) e amostragem ativa para a quantificação de Material Particulado de tamanho aerodinâmico inferior a 10 µm (MP10), nas quais foram realizadas as suas especiações químicas quanto aos Compostos Orgânicos Voláteis (COVs), aos Hidrocarbonetos Policíclicos Aromáticos (HPAs) e ao Níquel (Ni). Comparando os resultados encontrados no contexto da usina em operação com aqueles obtidos durante o seu estágio de inatividade, houve um aumento na concentração de todos os poluentes analisados, dos quais destaca-se o MP10 com COVs, HPAs e Ni adsorvido.
- 11 December 2023
- Published by Associacao Nacional de Pesquisa e Ensino em Transportes in Transportes
- Vol. 31 (3) , e2887
Open AccessDiagnóstico de emissões de poluentes atmosféricos na produção de misturas asfálticas
Os pavimentos asfálticos são comumente utilizados em grandes centros urbanos no Brasil. No entanto, vários contaminantes do ar são emitidos durante o ciclo de produção desses pavimentos devido, principalmente, a necessidade de uso de altas temperaturas durante esse processo. Esta pesquisa visa avaliar os níveis de poluição durante o processo de produção (usinagem) de misturas asfáltica em contexto real. Para avaliar tal aspecto, foram analisadas emissões de poluentes atmosféricos geradas em uma usina de misturas asfálticas durante seu período de operação em comparação com o seu estágio de inatividade. Utilizaram-se os métodos de amostragem passiva para a quantificação do dióxido de nitrogênio (NO2) e do dióxido de enxofre (SO2) e amostragem ativa para a quantificação de Material Particulado de tamanho aerodinâmico inferior a 10 µm (MP10), nas quais foram realizadas as suas especiações químicas quanto aos Compostos Orgânicos Voláteis (COVs), aos Hidrocarbonetos Policíclicos Aromáticos (HPAs) e ao Níquel (Ni). Comparando os resultados encontrados no contexto da usina em operação com aqueles obtidos durante o seu estágio de inatividade, houve um aumento na concentração de todos os poluentes analisados, dos quais destaca-se o MP10 com COVs, HPAs e Ni adsorvido.
- Open Access
Reduction of Typical Diesel NOx Emissions by SCR-NH3 Using Metal-Exchanged Natural Zeolite and SBA-15 Catalysts
In this work, the catalytic performance of clinoptilolite (CLIN) and SBA-15 catalysts, doped with Fe and Cu, was evaluated in the selective catalytic reduction of NO using NH3 as a reducing agent (SCR-NH3). Both Cu-CLIN and Fe-CLIN were obtained by ion-exchange using natural clinoptilolite zeolite originating from the Hrabovec deposit (northeast Slovakia region). Cu-SBA-15 and Fe-SBA-15 were prepared by impregnation into SBA-15 mesoporous synthesized silica. Standard catalytic activity tests were carried out on a bench-scale laboratory apparatus using a reaction mixture of a standard test. GHSV of 48,000 h−1 was adopted based on the space velocity of a real NH3-SCR catalyst for diesel vehicles (100–550 °C). All Cu-doped samples showed better NO conversion values than Fe-doped samples. Clinoptilolite catalysts were more active than those based on SBA-15. Maximum NO conversions of about 96% were observed for Cu-CLIN and Fe-CLIN at 350–400 °C, respectively. Moreover, Fe-CLIN also showed higher stability in the presence of SO2 and water steam at 350 °C. These results demonstrate the potential of metal-doped natural clinoptilolite to be used as cost-effective catalysts applied to the abatement of NOx emissions generated in automotive combustion processes.
Open AccessReduction of Typical Diesel NOx Emissions by SCR-NH3 Using Metal-Exchanged Natural Zeolite and SBA-15 Catalysts
In this work, the catalytic performance of clinoptilolite (CLIN) and SBA-15 catalysts, doped with Fe and Cu, was evaluated in the selective catalytic reduction of NO using NH3 as a reducing agent (SCR-NH3). Both Cu-CLIN and Fe-CLIN were obtained by ion-exchange using natural clinoptilolite zeolite originating from the Hrabovec deposit (northeast Slovakia region). Cu-SBA-15 and Fe-SBA-15 were prepared by impregnation into SBA-15 mesoporous synthesized silica. Standard catalytic activity tests were carried out on a bench-scale laboratory apparatus using a reaction mixture of a standard test. GHSV of 48,000 h−1 was adopted based on the space velocity of a real NH3-SCR catalyst for diesel vehicles (100–550 °C). All Cu-doped samples showed better NO conversion values than Fe-doped samples. Clinoptilolite catalysts were more active than those based on SBA-15. Maximum NO conversions of about 96% were observed for Cu-CLIN and Fe-CLIN at 350–400 °C, respectively. Moreover, Fe-CLIN also showed higher stability in the presence of SO2 and water steam at 350 °C. These results demonstrate the potential of metal-doped natural clinoptilolite to be used as cost-effective catalysts applied to the abatement of NOx emissions generated in automotive combustion processes.
- Open Access
- 14 May 2022
- Published by MDPI AG in Nanomaterials
- Vol. 12 (10) , 1678
Asphalt Binder “Skincare”? Aging Evaluation of an Asphalt Binder Modified by Nano-TiO2
Aging by oxidation of asphalt roadway material promotes changes in its physical, chemical, and rheological properties, affecting its hardening and accelerating the degradation of its corresponding asphalt mixture. Titanium dioxide (TiO2) has been applied in engineering investigations to promote anti-aging and photocatalytic properties. In this study, a commercial binder was modified with nano-TiO2 (using contents of 0.1, 0.25, 0.5, 1, 2, 3, and 6%). It was evaluated by physicochemical and rheological tests (penetration, softening point, mass loss, dynamic viscosity, rheology, and Fourier transform infrared spectroscopy—FTIR) before and after aging by rolling thin-film oven test (RTFOT) and pressure aging vessel (PAV). The results indicated that incorporating nano-TiO2 mitigates binder aging, pointing out 0.25% as an optimum modification content for the investigated asphalt binder.
- 14 May 2022
- Published by MDPI AG in Nanomaterials
- Vol. 12 (10) , 1678
Open AccessAsphalt Binder “Skincare”? Aging Evaluation of an Asphalt Binder Modified by Nano-TiO2
Aging by oxidation of asphalt roadway material promotes changes in its physical, chemical, and rheological properties, affecting its hardening and accelerating the degradation of its corresponding asphalt mixture. Titanium dioxide (TiO2) has been applied in engineering investigations to promote anti-aging and photocatalytic properties. In this study, a commercial binder was modified with nano-TiO2 (using contents of 0.1, 0.25, 0.5, 1, 2, 3, and 6%). It was evaluated by physicochemical and rheological tests (penetration, softening point, mass loss, dynamic viscosity, rheology, and Fourier transform infrared spectroscopy—FTIR) before and after aging by rolling thin-film oven test (RTFOT) and pressure aging vessel (PAV). The results indicated that incorporating nano-TiO2 mitigates binder aging, pointing out 0.25% as an optimum modification content for the investigated asphalt binder.