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Artigo de periodico
Soil-aggregate-cement mixtures for base pavement layers: a strength and stiffness characterization (2025)
Tavares, André Lapa de Moraes; Furlan, Ana Paula ; Fabbri, Glauco Túlio Pessa ; Pedreira Junior, Jorge Ubirajara
Fonte: Transportation Geotechnics. Unidade: EESC
Assuntos: CIMENTO, PAVIMENTAÇÃO ASFÁLTICA, MISTURA DO CONCRETO
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
TAVARES, André Lapa de Moraes et al. Soil-aggregate-cement mixtures for base pavement layers: a strength and stiffness characterization. Transportation Geotechnics, v. 50, n. 101456, 2025Tradução . . Disponível em: http://dx.doi.org/10.1016/j.trgeo.2024.101456. Acesso em: 02 nov. 2025.
APA
Tavares, A. L. de M., Furlan, A. P., Fabbri, G. T. P., & Pedreira Junior, J. U. (2025). Soil-aggregate-cement mixtures for base pavement layers: a strength and stiffness characterization. Transportation Geotechnics, 50( 101456). doi:10.1016/j.trgeo.2024.101456
NLM
Tavares AL de M, Furlan AP, Fabbri GTP, Pedreira Junior JU. Soil-aggregate-cement mixtures for base pavement layers: a strength and stiffness characterization [Internet]. Transportation Geotechnics. 2025 ;50( 101456):[citado 2025 nov. 02 ] Available from: http://dx.doi.org/10.1016/j.trgeo.2024.101456
Vancouver
Tavares AL de M, Furlan AP, Fabbri GTP, Pedreira Junior JU. Soil-aggregate-cement mixtures for base pavement layers: a strength and stiffness characterization [Internet]. Transportation Geotechnics. 2025 ;50( 101456):[citado 2025 nov. 02 ] Available from: http://dx.doi.org/10.1016/j.trgeo.2024.101456
Artigo de periodico
Evaluation of the elastic modulus improvement in geocell-reinforced unbound aggregates: Full-scale experimental sections on a highway (2024)
Feng, Lin Xu; Avesani Neto, José Orlando ; Zornberg, Jorge Gabriel
Fonte: Transportation Geotechnics. Unidade: EP
Assuntos: GEOSSINTÉTICOS, MECÂNICA DOS SOLOS, PAVIMENTAÇÃO
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
FENG, Lin Xu e AVESANI NETO, José Orlando e ZORNBERG, Jorge Gabriel. Evaluation of the elastic modulus improvement in geocell-reinforced unbound aggregates: Full-scale experimental sections on a highway. Transportation Geotechnics, v. No 2024, p. 9 , 2024Tradução . . Disponível em: https://doi.org/10.1016/j.trgeo.2024.101444. Acesso em: 02 nov. 2025.
APA
Feng, L. X., Avesani Neto, J. O., & Zornberg, J. G. (2024). Evaluation of the elastic modulus improvement in geocell-reinforced unbound aggregates: Full-scale experimental sections on a highway. Transportation Geotechnics, No 2024, 9 . doi:10.1016/j.trgeo.2024.101444
NLM
Feng LX, Avesani Neto JO, Zornberg JG. Evaluation of the elastic modulus improvement in geocell-reinforced unbound aggregates: Full-scale experimental sections on a highway [Internet]. Transportation Geotechnics. 2024 ; No 2024 9 .[citado 2025 nov. 02 ] Available from: https://doi.org/10.1016/j.trgeo.2024.101444
Vancouver
Feng LX, Avesani Neto JO, Zornberg JG. Evaluation of the elastic modulus improvement in geocell-reinforced unbound aggregates: Full-scale experimental sections on a highway [Internet]. Transportation Geotechnics. 2024 ; No 2024 9 .[citado 2025 nov. 02 ] Available from: https://doi.org/10.1016/j.trgeo.2024.101444
Artigo de periodico
Instrumented load tests and layered elastic theory analysis of a large-scale EPS block embankment (2021)
Avesani Neto, José Orlando ; Rodrigues, Denilson
Fonte: Transportation Geotechnics. Unidade: EP
Assuntos: POLÍMEROS (MATERIAIS), ATERROS, PAVIMENTAÇÃO ASFÁLTICA
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
AVESANI NETO, José Orlando e RODRIGUES, Denilson. Instrumented load tests and layered elastic theory analysis of a large-scale EPS block embankment. Transportation Geotechnics, v. 26, n. Ja 2021, p. Article 100442 com 9 on-line, 2021Tradução . . Disponível em: https://doi.org/10.1016/j.trgeo.2020.100442. Acesso em: 02 nov. 2025.
APA
Avesani Neto, J. O., & Rodrigues, D. (2021). Instrumented load tests and layered elastic theory analysis of a large-scale EPS block embankment. Transportation Geotechnics, 26( Ja 2021), Article 100442 com 9 on-line. doi:10.1016/j.trgeo.2020.100442
NLM
Avesani Neto JO, Rodrigues D. Instrumented load tests and layered elastic theory analysis of a large-scale EPS block embankment [Internet]. Transportation Geotechnics. 2021 ; 26( Ja 2021): Article 100442 com 9 on-line.[citado 2025 nov. 02 ] Available from: https://doi.org/10.1016/j.trgeo.2020.100442
Vancouver
Avesani Neto JO, Rodrigues D. Instrumented load tests and layered elastic theory analysis of a large-scale EPS block embankment [Internet]. Transportation Geotechnics. 2021 ; 26( Ja 2021): Article 100442 com 9 on-line.[citado 2025 nov. 02 ] Available from: https://doi.org/10.1016/j.trgeo.2020.100442
Artigo de periodico
Effect of compaction water content and stress ratio on permanent deformation of a subgrade lateritic soil (2021)
Silva, Matheus Francisco da; Ribeiro, Madalena Maria Pereira; Furlan, Ana Paula ; Fabbri, Glauco Túlio Pessa
Fonte: Transportation Geotechnics. Unidade: EESC
Assuntos: SOLO TROPICAL, RODOVIAS, ENGENHARIA DE TRANSPORTES
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
SILVA, Matheus Francisco da et al. Effect of compaction water content and stress ratio on permanent deformation of a subgrade lateritic soil. Transportation Geotechnics, v. 26, n. Ja 2021, p. 1-9, 2021Tradução . . Disponível em: https://doi.org/10.1016/j.trgeo.2020.100443. Acesso em: 02 nov. 2025.
APA
Silva, M. F. da, Ribeiro, M. M. P., Furlan, A. P., & Fabbri, G. T. P. (2021). Effect of compaction water content and stress ratio on permanent deformation of a subgrade lateritic soil. Transportation Geotechnics, 26( Ja 2021), 1-9. doi:10.1016/j.trgeo.2020.100443
NLM
Silva MF da, Ribeiro MMP, Furlan AP, Fabbri GTP. Effect of compaction water content and stress ratio on permanent deformation of a subgrade lateritic soil [Internet]. Transportation Geotechnics. 2021 ; 26( Ja 2021): 1-9.[citado 2025 nov. 02 ] Available from: https://doi.org/10.1016/j.trgeo.2020.100443
Vancouver
Silva MF da, Ribeiro MMP, Furlan AP, Fabbri GTP. Effect of compaction water content and stress ratio on permanent deformation of a subgrade lateritic soil [Internet]. Transportation Geotechnics. 2021 ; 26( Ja 2021): 1-9.[citado 2025 nov. 02 ] Available from: https://doi.org/10.1016/j.trgeo.2020.100443
Artigo de periodico
Unsaturated numerical analysis of a railroad track substructure considering climate data (2021)
Castro, Guilherme Barbosa de; Pires, J.; Motta, Rosangela dos Santos ; Bernucci, Liedi Légi Bariani ; Marinho, Fernando A. M. ; Merheb, Antônio Hamilton Michel
Fonte: Transportation Geotechnics. Unidade: EP
Assuntos: FERROVIAS, CLIMA
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
CASTRO, Guilherme Barbosa de et al. Unsaturated numerical analysis of a railroad track substructure considering climate data. Transportation Geotechnics, v. 31, p. 100662-, 2021Tradução . . Disponível em: https://doi.org/10.1016/j.trgeo.2021.100662. Acesso em: 02 nov. 2025.
APA
Castro, G. B. de, Pires, J., Motta, R. dos S., Bernucci, L. L. B., Marinho, F. A. M., & Merheb, A. H. M. (2021). Unsaturated numerical analysis of a railroad track substructure considering climate data. Transportation Geotechnics, 31, 100662-. doi:10.1016/j.trgeo.2021.100662
NLM
Castro GB de, Pires J, Motta R dos S, Bernucci LLB, Marinho FAM, Merheb AHM. Unsaturated numerical analysis of a railroad track substructure considering climate data [Internet]. Transportation Geotechnics. 2021 ; 31 100662-.[citado 2025 nov. 02 ] Available from: https://doi.org/10.1016/j.trgeo.2021.100662
Vancouver
Castro GB de, Pires J, Motta R dos S, Bernucci LLB, Marinho FAM, Merheb AHM. Unsaturated numerical analysis of a railroad track substructure considering climate data [Internet]. Transportation Geotechnics. 2021 ; 31 100662-.[citado 2025 nov. 02 ] Available from: https://doi.org/10.1016/j.trgeo.2021.100662

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