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Artigo de periodico
Experimental and numerical investigation of flexural behavior of precast tunnel segments with hybrid reinforcement (2024)
Andrade, Guilherme Gianotti de; Figueiredo, Antonio Domingues de ; Galobardes, Isaac ; Silva, Marco Aurélio Abreu Peixoto da; Fuente Antequera, Albert de La ; Bitencourt Júnior, Luís Antônio Guimarães
Source: Tunnelling and Underground Space Technology. Unidade: EP
Subjects: CONCRETO REFORÇADO COM FIBRAS, TÚNEIS
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ABNT
ANDRADE, Guilherme Gianotti de et al. Experimental and numerical investigation of flexural behavior of precast tunnel segments with hybrid reinforcement. Tunnelling and Underground Space Technology, v. 154, p. 13 , 2024Tradução . . Disponível em: https://doi.org/10.1016/j.tust.2024.106094. Acesso em: 27 out. 2025.
APA
Andrade, G. G. de, Figueiredo, A. D. de, Galobardes, I., Silva, M. A. A. P. da, Fuente Antequera, A. de L., & Bitencourt Júnior, L. A. G. (2024). Experimental and numerical investigation of flexural behavior of precast tunnel segments with hybrid reinforcement. Tunnelling and Underground Space Technology, 154, 13 . doi:10.1016/j.tust.2024.106094
NLM
Andrade GG de, Figueiredo AD de, Galobardes I, Silva MAAP da, Fuente Antequera A de L, Bitencourt Júnior LAG. Experimental and numerical investigation of flexural behavior of precast tunnel segments with hybrid reinforcement [Internet]. Tunnelling and Underground Space Technology. 2024 ; 154 13 .[citado 2025 out. 27 ] Available from: https://doi.org/10.1016/j.tust.2024.106094
Vancouver
Andrade GG de, Figueiredo AD de, Galobardes I, Silva MAAP da, Fuente Antequera A de L, Bitencourt Júnior LAG. Experimental and numerical investigation of flexural behavior of precast tunnel segments with hybrid reinforcement [Internet]. Tunnelling and Underground Space Technology. 2024 ; 154 13 .[citado 2025 out. 27 ] Available from: https://doi.org/10.1016/j.tust.2024.106094
Artigo de periodico
Integrated approach for quality control of fibre-reinforced sprayed concrete for tunnel lining (2023)
Estrada Cáceres, Alan Renato ; Pialarissi Cavalaro, Sergio Henrique ; Figueiredo, Antonio Domingues de
Source: Tunnelling and Underground Space Technology. Unidade: EP
Subjects: CONCRETO PROJETADO, CONCRETO REFORÇADO COM FIBRAS, TÚNEIS
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ABNT
ESTRADA CÁCERES, Alan Renato e PIALARISSI CAVALARO, Sergio Henrique e FIGUEIREDO, Antonio Domingues de. Integrated approach for quality control of fibre-reinforced sprayed concrete for tunnel lining. Tunnelling and Underground Space Technology, v. 140, p. 17 on-line, 2023Tradução . . Disponível em: https://doi.org/10.1016/j.tust.2023.105260. Acesso em: 27 out. 2025.
APA
Estrada Cáceres, A. R., Pialarissi Cavalaro, S. H., & Figueiredo, A. D. de. (2023). Integrated approach for quality control of fibre-reinforced sprayed concrete for tunnel lining. Tunnelling and Underground Space Technology, 140, 17 on-line. doi:10.1016/j.tust.2023.105260
NLM
Estrada Cáceres AR, Pialarissi Cavalaro SH, Figueiredo AD de. Integrated approach for quality control of fibre-reinforced sprayed concrete for tunnel lining [Internet]. Tunnelling and Underground Space Technology. 2023 ; 140 17 on-line.[citado 2025 out. 27 ] Available from: https://doi.org/10.1016/j.tust.2023.105260
Vancouver
Estrada Cáceres AR, Pialarissi Cavalaro SH, Figueiredo AD de. Integrated approach for quality control of fibre-reinforced sprayed concrete for tunnel lining [Internet]. Tunnelling and Underground Space Technology. 2023 ; 140 17 on-line.[citado 2025 out. 27 ] Available from: https://doi.org/10.1016/j.tust.2023.105260
Artigo de periodico
Efficient 3D probabilistic stability analysis of rock tunnels using a Lattice Model and cloud computing (2019)
Rasmussen, Leandro Lima; Cacciari, Pedro Pazzoto ; Futai, Marcos Massao ; Farias, Márcio Muniz de ; Assis, André Pacheco de
Source: Tunnelling and Underground Space Technology. Unidade: EP
Subjects: DESMONTE DE ROCHAS, ESTABILIDADE ESTRUTURAL, TERCEIRA DIMENSÃO, MÉTODO DE MONTE CARLO, COMPUTAÇÃO EM NUVEM
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
RASMUSSEN, Leandro Lima et al. Efficient 3D probabilistic stability analysis of rock tunnels using a Lattice Model and cloud computing. Tunnelling and Underground Space Technology, v. 85, p. 282-293, 2019Tradução . . Disponível em: https://doi.org/10.1016/j.tust.2018.12.022. Acesso em: 27 out. 2025.
APA
Rasmussen, L. L., Cacciari, P. P., Futai, M. M., Farias, M. M. de, & Assis, A. P. de. (2019). Efficient 3D probabilistic stability analysis of rock tunnels using a Lattice Model and cloud computing. Tunnelling and Underground Space Technology, 85, 282-293. doi:10.1016/j.tust.2018.12.022
NLM
Rasmussen LL, Cacciari PP, Futai MM, Farias MM de, Assis AP de. Efficient 3D probabilistic stability analysis of rock tunnels using a Lattice Model and cloud computing [Internet]. Tunnelling and Underground Space Technology. 2019 ; 85 282-293.[citado 2025 out. 27 ] Available from: https://doi.org/10.1016/j.tust.2018.12.022
Vancouver
Rasmussen LL, Cacciari PP, Futai MM, Farias MM de, Assis AP de. Efficient 3D probabilistic stability analysis of rock tunnels using a Lattice Model and cloud computing [Internet]. Tunnelling and Underground Space Technology. 2019 ; 85 282-293.[citado 2025 out. 27 ] Available from: https://doi.org/10.1016/j.tust.2018.12.022
Artigo de periodico
A coupled 3D laser scanning and digital image correlation system for geometry acquisition and deformation monitoring of a railway tunnel (2019)
Farahani, Behzad Vasheghani ; Barros, Francisco; Sousa, Pedro Jose Silva Carvalho Pereira ; Cacciari, Pedro Pazzoto ; Tavares, Paulo J. ; Futai, Marcos Massao ; Moreira, Pedro M G P
Source: Tunnelling and Underground Space Technology. Unidade: EP
Subjects: TÚNEIS, TERCEIRA DIMENSÃO, IMAGEM DIGITAL
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
FARAHANI, Behzad Vasheghani et al. A coupled 3D laser scanning and digital image correlation system for geometry acquisition and deformation monitoring of a railway tunnel. Tunnelling and Underground Space Technology, v. 91, p. Article 102995 com 13 on-line, 2019Tradução . . Disponível em: https://doi.org/10.1016/j.tust.2019.102995. Acesso em: 27 out. 2025.
APA
Farahani, B. V., Barros, F., Sousa, P. J. S. C. P., Cacciari, P. P., Tavares, P. J., Futai, M. M., & Moreira, P. M. G. P. (2019). A coupled 3D laser scanning and digital image correlation system for geometry acquisition and deformation monitoring of a railway tunnel. Tunnelling and Underground Space Technology, 91, Article 102995 com 13 on-line. doi:10.1016/j.tust.2019.102995
NLM
Farahani BV, Barros F, Sousa PJSCP, Cacciari PP, Tavares PJ, Futai MM, Moreira PMGP. A coupled 3D laser scanning and digital image correlation system for geometry acquisition and deformation monitoring of a railway tunnel [Internet]. Tunnelling and Underground Space Technology. 2019 ; 91 Article 102995 com 13 on-line.[citado 2025 out. 27 ] Available from: https://doi.org/10.1016/j.tust.2019.102995
Vancouver
Farahani BV, Barros F, Sousa PJSCP, Cacciari PP, Tavares PJ, Futai MM, Moreira PMGP. A coupled 3D laser scanning and digital image correlation system for geometry acquisition and deformation monitoring of a railway tunnel [Internet]. Tunnelling and Underground Space Technology. 2019 ; 91 Article 102995 com 13 on-line.[citado 2025 out. 27 ] Available from: https://doi.org/10.1016/j.tust.2019.102995
Artigo de periodico
Errors in ground distortions due to settlement trough adjustment (2000)
Celestino, Tarcísio Barreto ; Gomes, Ricardo A M P; Bortolucci, Antônio Airton
Source: Tunnelling and Underground Space Technology. Unidade: EESC
Assunto: FUNDAÇÕES (ENGENHARIA)
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
CELESTINO, Tarcísio Barreto e GOMES, Ricardo A M P e BORTOLUCCI, Antônio Airton. Errors in ground distortions due to settlement trough adjustment. Tunnelling and Underground Space Technology, v. 15, n. 1, p. 97-100, 2000Tradução . . Disponível em: https://doi.org/10.1016/s0886-7798(99)00054-1. Acesso em: 27 out. 2025.
APA
Celestino, T. B., Gomes, R. A. M. P., & Bortolucci, A. A. (2000). Errors in ground distortions due to settlement trough adjustment. Tunnelling and Underground Space Technology, 15( 1), 97-100. doi:10.1016/s0886-7798(99)00054-1
NLM
Celestino TB, Gomes RAMP, Bortolucci AA. Errors in ground distortions due to settlement trough adjustment [Internet]. Tunnelling and Underground Space Technology. 2000 ; 15( 1): 97-100.[citado 2025 out. 27 ] Available from: https://doi.org/10.1016/s0886-7798(99)00054-1
Vancouver
Celestino TB, Gomes RAMP, Bortolucci AA. Errors in ground distortions due to settlement trough adjustment [Internet]. Tunnelling and Underground Space Technology. 2000 ; 15( 1): 97-100.[citado 2025 out. 27 ] Available from: https://doi.org/10.1016/s0886-7798(99)00054-1

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