ReP USP - Resultado da busca

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
Fonte: Tunnelling and Underground Space Technology. Unidade: EP
Assuntos: 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: 23 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. 23 ] 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. 23 ] 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
Fonte: Tunnelling and Underground Space Technology. Unidade: EP
Assuntos: 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: 23 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. 23 ] 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. 23 ] Available from: https://doi.org/10.1016/j.tust.2023.105260
Artigo de periodico
Shallow tunnels misaligned with geostatic principal stress directions: analytical solution and 3D face effects (2019)
Vitali, Osvaldo Paiva Magalhães; Celestino, Tarcísio Barreto ; Bobet, Antonio
Fonte: Tunnelling and Underground Space Technology. Unidade: EESC
Assuntos: MÉTODO DOS ELEMENTOS FINITOS, TÚNEIS, GEOTECNIA
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ABNT
VITALI, Osvaldo Paiva Magalhães e CELESTINO, Tarcísio Barreto e BOBET, Antonio. Shallow tunnels misaligned with geostatic principal stress directions: analytical solution and 3D face effects. Tunnelling and Underground Space Technology, v. 89, p. 268-283, 2019Tradução . . Disponível em: https://doi.org/10.1016/j.tust.2019.04.006. Acesso em: 23 out. 2025.
APA
Vitali, O. P. M., Celestino, T. B., & Bobet, A. (2019). Shallow tunnels misaligned with geostatic principal stress directions: analytical solution and 3D face effects. Tunnelling and Underground Space Technology, 89, 268-283. doi:10.1016/j.tust.2019.04.006
NLM
Vitali OPM, Celestino TB, Bobet A. Shallow tunnels misaligned with geostatic principal stress directions: analytical solution and 3D face effects [Internet]. Tunnelling and Underground Space Technology. 2019 ; 89 268-283.[citado 2025 out. 23 ] Available from: https://doi.org/10.1016/j.tust.2019.04.006
Vancouver
Vitali OPM, Celestino TB, Bobet A. Shallow tunnels misaligned with geostatic principal stress directions: analytical solution and 3D face effects [Internet]. Tunnelling and Underground Space Technology. 2019 ; 89 268-283.[citado 2025 out. 23 ] Available from: https://doi.org/10.1016/j.tust.2019.04.006
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
Fonte: Tunnelling and Underground Space Technology. Unidade: EP
Assuntos: DESMONTE DE ROCHAS, ESTABILIDADE ESTRUTURAL, TERCEIRA DIMENSÃO, MÉTODO DE MONTE CARLO, COMPUTAÇÃO EM NUVEM
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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: 23 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. 23 ] 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. 23 ] 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
Fonte: Tunnelling and Underground Space Technology. Unidade: EP
Assuntos: TÚNEIS, TERCEIRA DIMENSÃO, IMAGEM DIGITAL
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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: 23 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. 23 ] 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. 23 ] Available from: https://doi.org/10.1016/j.tust.2019.102995
Artigo de periodico
Analytical solution for tunnels not aligned with geostatic principal stress directions (2018)
Vitali, Osvaldo Paiva Magalhães; Celestino, Tarcísio Barreto ; Bobet, Antonio
Fonte: Tunnelling and Underground Space Technology. Unidade: EESC
Assuntos: TÚNEIS, MÉTODO DOS ELEMENTOS FINITOS, GEOTECNIA
A citação é gerada automaticamente e pode não estar totalmente de acordo com as normas
ABNT
VITALI, Osvaldo Paiva Magalhães e CELESTINO, Tarcísio Barreto e BOBET, Antonio. Analytical solution for tunnels not aligned with geostatic principal stress directions. Tunnelling and Underground Space Technology, v. 82, p. 394-405, 2018Tradução . . Disponível em: https://doi.org/10.1016/j.tust.2018.08.046. Acesso em: 23 out. 2025.
APA
Vitali, O. P. M., Celestino, T. B., & Bobet, A. (2018). Analytical solution for tunnels not aligned with geostatic principal stress directions. Tunnelling and Underground Space Technology, 82, 394-405. doi:10.1016/j.tust.2018.08.046
NLM
Vitali OPM, Celestino TB, Bobet A. Analytical solution for tunnels not aligned with geostatic principal stress directions [Internet]. Tunnelling and Underground Space Technology. 2018 ; 82 394-405.[citado 2025 out. 23 ] Available from: https://doi.org/10.1016/j.tust.2018.08.046
Vancouver
Vitali OPM, Celestino TB, Bobet A. Analytical solution for tunnels not aligned with geostatic principal stress directions [Internet]. Tunnelling and Underground Space Technology. 2018 ; 82 394-405.[citado 2025 out. 23 ] Available from: https://doi.org/10.1016/j.tust.2018.08.046
Artigo de periodico
Reliability of tunnel lining design using the hyperstatic reaction method (2018)
Kroetz, Henrique Machado; Do, Ngoc Anh; Dias, Daniel; Beck, André Teófilo
Fonte: Tunnelling and Underground Space Technology. Unidade: EESC
Assuntos: TÚNEIS, INTERAÇÃO SOLO-ESTRUTURA, ESTRUTURAS, MÉTODO DE MONTE CARLO, ESTRUTURAS
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ABNT
KROETZ, Henrique Machado et al. Reliability of tunnel lining design using the hyperstatic reaction method. Tunnelling and Underground Space Technology, v. 77, p. 59-67, 2018Tradução . . Disponível em: https://doi.org/10.1016/j.tust.2018.03.028. Acesso em: 23 out. 2025.
APA
Kroetz, H. M., Do, N. A., Dias, D., & Beck, A. T. (2018). Reliability of tunnel lining design using the hyperstatic reaction method. Tunnelling and Underground Space Technology, 77, 59-67. doi:10.1016/j.tust.2018.03.028
NLM
Kroetz HM, Do NA, Dias D, Beck AT. Reliability of tunnel lining design using the hyperstatic reaction method [Internet]. Tunnelling and Underground Space Technology. 2018 ; 77 59-67.[citado 2025 out. 23 ] Available from: https://doi.org/10.1016/j.tust.2018.03.028
Vancouver
Kroetz HM, Do NA, Dias D, Beck AT. Reliability of tunnel lining design using the hyperstatic reaction method [Internet]. Tunnelling and Underground Space Technology. 2018 ; 77 59-67.[citado 2025 out. 23 ] Available from: https://doi.org/10.1016/j.tust.2018.03.028
Artigo de periodico
Reliability analyses of underground openings with the point estimate method (2017)
Napa-García, Gian Franco; Beck, André Teófilo ; Celestino, Tarcísio Barreto
Fonte: Tunnelling and Underground Space Technology. Unidade: EESC
Assuntos: ESTRUTURAS, ESCAVAÇÃO SUBTERRÂNEA, ESTRUTURAS
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ABNT
NAPA-GARCÍA, Gian Franco e BECK, André Teófilo e CELESTINO, Tarcísio Barreto. Reliability analyses of underground openings with the point estimate method. Tunnelling and Underground Space Technology, v. 64, p. 154-163, 2017Tradução . . Disponível em: https://doi.org/10.1016/j.tust.2016.12.010. Acesso em: 23 out. 2025.
APA
Napa-García, G. F., Beck, A. T., & Celestino, T. B. (2017). Reliability analyses of underground openings with the point estimate method. Tunnelling and Underground Space Technology, 64, 154-163. doi:10.1016/j.tust.2016.12.010
NLM
Napa-García GF, Beck AT, Celestino TB. Reliability analyses of underground openings with the point estimate method [Internet]. Tunnelling and Underground Space Technology. 2017 ; 64 154-163.[citado 2025 out. 23 ] Available from: https://doi.org/10.1016/j.tust.2016.12.010
Vancouver
Napa-García GF, Beck AT, Celestino TB. Reliability analyses of underground openings with the point estimate method [Internet]. Tunnelling and Underground Space Technology. 2017 ; 64 154-163.[citado 2025 out. 23 ] Available from: https://doi.org/10.1016/j.tust.2016.12.010
Artigo de periodico
Artificial neural networks analysis of São Paulo subway tunnel settlement data (2008)
Santos Júnior, Ovídio Joaquim dos; Celestino, Tarcísio Barreto
Fonte: Tunnelling and Underground Space Technology. Unidade: EESC
Assuntos: METRÔ, ESCAVAÇÃO SUBTERRÂNEA, REDES NEURAIS
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ABNT
SANTOS JÚNIOR, Ovídio Joaquim dos e CELESTINO, Tarcísio Barreto. Artificial neural networks analysis of São Paulo subway tunnel settlement data. Tunnelling and Underground Space Technology, v. 23, n. 5, p. 481-491, 2008Tradução . . Disponível em: https://doi.org/10.1016/j.tust.2007.07.002. Acesso em: 23 out. 2025.
APA
Santos Júnior, O. J. dos, & Celestino, T. B. (2008). Artificial neural networks analysis of São Paulo subway tunnel settlement data. Tunnelling and Underground Space Technology, 23( 5), 481-491. doi:10.1016/j.tust.2007.07.002
NLM
Santos Júnior OJ dos, Celestino TB. Artificial neural networks analysis of São Paulo subway tunnel settlement data [Internet]. Tunnelling and Underground Space Technology. 2008 ; 23( 5): 481-491.[citado 2025 out. 23 ] Available from: https://doi.org/10.1016/j.tust.2007.07.002
Vancouver
Santos Júnior OJ dos, Celestino TB. Artificial neural networks analysis of São Paulo subway tunnel settlement data [Internet]. Tunnelling and Underground Space Technology. 2008 ; 23( 5): 481-491.[citado 2025 out. 23 ] Available from: https://doi.org/10.1016/j.tust.2007.07.002
Artigo de periodico
Evaluation of tunnel support structure reliability (2006)
Celestino, Tarcísio Barreto ; Aoki, Nelson ; Silva, Ricardo M.; Gomes, Ricardo Adriano Martoni Pereira; Bortolucci, Antônio Airton; Ferreira, Danieli Aparecida
Fonte: Tunnelling and Underground Space Technology. Unidade: EESC
Assuntos: MÉTODO DOS ELEMENTOS FINITOS, TÚNEIS (AVALIAÇÃO;CONFIABILIDADE)
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ABNT
CELESTINO, Tarcísio Barreto et al. Evaluation of tunnel support structure reliability. Tunnelling and Underground Space Technology, v. 21, n. 3-4, p. 311, 2006Tradução . . Disponível em: https://doi.org/10.1016/j.tust.2005.12.028. Acesso em: 23 out. 2025.
APA
Celestino, T. B., Aoki, N., Silva, R. M., Gomes, R. A. M. P., Bortolucci, A. A., & Ferreira, D. A. (2006). Evaluation of tunnel support structure reliability. Tunnelling and Underground Space Technology, 21( 3-4), 311. doi:10.1016/j.tust.2005.12.028
NLM
Celestino TB, Aoki N, Silva RM, Gomes RAMP, Bortolucci AA, Ferreira DA. Evaluation of tunnel support structure reliability [Internet]. Tunnelling and Underground Space Technology. 2006 ; 21( 3-4): 311.[citado 2025 out. 23 ] Available from: https://doi.org/10.1016/j.tust.2005.12.028
Vancouver
Celestino TB, Aoki N, Silva RM, Gomes RAMP, Bortolucci AA, Ferreira DA. Evaluation of tunnel support structure reliability [Internet]. Tunnelling and Underground Space Technology. 2006 ; 21( 3-4): 311.[citado 2025 out. 23 ] Available from: https://doi.org/10.1016/j.tust.2005.12.028
Trabalho de evento-resumo periodico
The design and construction of the Vila Madalena station for the São Paulo subway (2004)
Celestino, Tarcísio Barreto ; Re, Giacomo; Leite, Ricardo; Rocha, Hugo Cassio; Vasconcellos, Cybele A.
Fonte: Tunnelling and Underground Space Technology. Nome do evento: World Tunnel Congress. Unidade: EESC
Assunto: METRÔ (PROJETO;CONSTRUÇÃO)
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ABNT
CELESTINO, Tarcísio Barreto et al. The design and construction of the Vila Madalena station for the São Paulo subway. Tunnelling and Underground Space Technology. Kidlington: Escola de Engenharia de São Carlos, Universidade de São Paulo. Disponível em: http://www.sciencedirect.com/science?_ob=MImg&_imagekey=B6V58-4BWYW49-1-1&_cdi=5780&_orig=browse&_coverDate=09/30/2004&_sk=999809995&view=c&wchp=dGLbVtz-zSkWW&_acct=C000049650&_version=1&_userid=972067&md5=48b4e822510ded9f8a83882ad8a361e2&ie=f.pdf. Acesso em: 23 out. 2025. , 2004
APA
Celestino, T. B., Re, G., Leite, R., Rocha, H. C., & Vasconcellos, C. A. (2004). The design and construction of the Vila Madalena station for the São Paulo subway. Tunnelling and Underground Space Technology. Kidlington: Escola de Engenharia de São Carlos, Universidade de São Paulo. Recuperado de http://www.sciencedirect.com/science?_ob=MImg&_imagekey=B6V58-4BWYW49-1-1&_cdi=5780&_orig=browse&_coverDate=09/30/2004&_sk=999809995&view=c&wchp=dGLbVtz-zSkWW&_acct=C000049650&_version=1&_userid=972067&md5=48b4e822510ded9f8a83882ad8a361e2&ie=f.pdf
NLM
Celestino TB, Re G, Leite R, Rocha HC, Vasconcellos CA. The design and construction of the Vila Madalena station for the São Paulo subway [Internet]. Tunnelling and Underground Space Technology. 2004 ; 19( 4-5): 352.[citado 2025 out. 23 ] Available from: http://www.sciencedirect.com/science?_ob=MImg&_imagekey=B6V58-4BWYW49-1-1&_cdi=5780&_orig=browse&_coverDate=09/30/2004&_sk=999809995&view=c&wchp=dGLbVtz-zSkWW&_acct=C000049650&_version=1&_userid=972067&md5=48b4e822510ded9f8a83882ad8a361e2&ie=f.pdf
Vancouver
Celestino TB, Re G, Leite R, Rocha HC, Vasconcellos CA. The design and construction of the Vila Madalena station for the São Paulo subway [Internet]. Tunnelling and Underground Space Technology. 2004 ; 19( 4-5): 352.[citado 2025 out. 23 ] Available from: http://www.sciencedirect.com/science?_ob=MImg&_imagekey=B6V58-4BWYW49-1-1&_cdi=5780&_orig=browse&_coverDate=09/30/2004&_sk=999809995&view=c&wchp=dGLbVtz-zSkWW&_acct=C000049650&_version=1&_userid=972067&md5=48b4e822510ded9f8a83882ad8a361e2&ie=f.pdf
Artigo de periodico
Errors in ground distortions due to settlement trough adjustment (2000)
Celestino, Tarcísio Barreto ; Gomes, Ricardo A M P; Bortolucci, Antônio Airton
Fonte: Tunnelling and Underground Space Technology. Unidade: EESC
Assunto: FUNDAÇÕES (ENGENHARIA)
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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: 23 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. 23 ] 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. 23 ] Available from: https://doi.org/10.1016/s0886-7798(99)00054-1

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