Littérature scientifique sur le sujet « Precast tunnel linings »
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Articles de revues sur le sujet "Precast tunnel linings"
Copsey, J. P., et S. R. Doran. « Design of precast concrete segmental tunnel linings ». Construction and Building Materials 1, no 3 (septembre 1987) : 134–46. http://dx.doi.org/10.1016/0950-0618(87)90014-6.
Texte intégralBRACHER, Gustav. « Durability Design of Precast Concrete Segments for Tunnel Linings ». IABSE Congress Report 16, no 16 (1 janvier 2000) : 721–28. http://dx.doi.org/10.2749/222137900796313573.
Texte intégralAbbas, Hajer Satih, Maadh Imad Salman Al-Rubaye, Sarra’a Dhiya’a Jaafer, Bassam farman bassam et Abdelmajeed Alkasassbeh. « Three-dimensional numerical study of the reactive powder concrete segments in tunnel lining ». Curved and Layered Structures 9, no 1 (1 janvier 2022) : 286–94. http://dx.doi.org/10.1515/cls-2022-0022.
Texte intégralGong, Chenjie, Wenqi Ding, Kenichi Soga et Khalid M. Mosalam. « Failure mechanism of joint waterproofing in precast segmental tunnel linings ». Tunnelling and Underground Space Technology 84 (février 2019) : 334–52. http://dx.doi.org/10.1016/j.tust.2018.11.003.
Texte intégralShayanfar, Mohsen Ali, Payman Mahyar, Ahmad Jafari et Mohammad Mohtadinia. « Classification of Precast Concrete Segments Damages during Production and Transportation in Mechanized Shield Tunnels of Iran ». Civil Engineering Journal 3, no 6 (30 juin 2017) : 412–26. http://dx.doi.org/10.28991/cej-2017-00000101.
Texte intégralCugat, V., S. H. P. Cavalaro, J. M. Bairán et Albert de la Fuente. « Safety format for the flexural design of tunnel fibre reinforced concrete precast segmental linings ». Tunnelling and Underground Space Technology 103 (septembre 2020) : 103500. http://dx.doi.org/10.1016/j.tust.2020.103500.
Texte intégralSerafini, Ramoel, Sérgio R. A. Dantas, Ronney R. Agra, Albert de la Fuente, Antonio F. Berto et Antonio D. de Figueiredo. « Design-oriented assessment of the residual post-fire bearing capacity of precast fiber reinforced concrete tunnel linings ». Fire Safety Journal 127 (janvier 2022) : 103503. http://dx.doi.org/10.1016/j.firesaf.2021.103503.
Texte intégralKim, Yun Yong. « Fire Resistance Performance of Precast Segmental Concrete Lining for Shield Tunnel ». Journal of the Korean Society of Civil Engineers 34, no 1 (2014) : 95. http://dx.doi.org/10.12652/ksce.2014.34.1.0095.
Texte intégralDu, Shaoshuai, et Jinhua Tang. « State-of-the-Art Review on Failure Mechanism and Waterproofing Performance of Linings for Shield Tunnels ». Advances in Civil Engineering 2022 (8 mars 2022) : 1–9. http://dx.doi.org/10.1155/2022/6104725.
Texte intégralDuan, Yawei, Mi Zhao, Jingqi Huang, Huifang Li et Xiuli Du. « Analytical Solution for Circular Tunnel under Obliquely Incident P Waves considering Different Contact Conditions ». Shock and Vibration 2021 (22 décembre 2021) : 1–23. http://dx.doi.org/10.1155/2021/1946184.
Texte intégralThèses sur le sujet "Precast tunnel linings"
Arnau, Delgado Oriol. « Structural response of precast concrete segmental tunnel linings ». Doctoral thesis, Universitat Politècnica de Catalunya, 2012. http://hdl.handle.net/10803/81563.
Texte intégralGORINO, ANDREA. « Ductility of lightly reinforced and fiber-reinforced concrete elements : A unified approach ». Doctoral thesis, Politecnico di Torino, 2017. http://hdl.handle.net/11583/2674226.
Texte intégralFernandes, Andrea. « Utilização de fibras de aço para reforço de concreto em aneis pre-moldados segmentados para revestimento de tuneis ». [s.n.], 2005. http://repositorio.unicamp.br/jspui/handle/REPOSIP/257680.
Texte intégralDissertação (mestrado) - Universidade Estadual de Campinas, Faculdade de Engenharia Civil, Arquitetura e Urbanismo
Made available in DSpace on 2018-08-08T03:07:34Z (GMT). No. of bitstreams: 1 Fernandes_Andrea_M.pdf: 3789790 bytes, checksum: 3995163d23effcb84c04682718a55ef9 (MD5) Previous issue date: 2005
Resumo: O reforço do concreto através da utilização de fibras de aço vem se mostrando, ao longo dos anos, como alternativa econômica e tecnicamente viável para diversos tipos de aplicações . Sua ampla utilização na indústria da construção mundial, em diversos casos de sucesso, despertou interesse também do segmento tuneleiro moderno. Passou-se a utilizar fibras para reforçar o concreto das aduelas dos anéis montados por tuneladoras (TBM- Tunnel Boring Machines ¿ máquina de escavar túneis) nas principais obras ao redor mundo. Desta forma, após diversos anos sem obras importantes de túneis metroviários no Brasil, a construção da linha 4 (Amarela) do Metrô de São Paulo, utilizará uma destas máquinas de escavar túneis, sendo do tipo EPBM (Earth Pressure Balanced Machine), cujo revestimento será feito com anéis segmentados (aduelas) de concreto. O projeto básico desta obra (década de 60) prevê armação das aduelas de forma tradicional (em desuso) com gaiolas de aço. Em virtude dos benefícios que o reforço com fibras oferece, e ainda, baseando-se no sucesso da experiência mundial, surgiu a necessidade de um estudo no Brasil sobre esta tecnologia. Assim, tomando como base os dados do projeto básico do projeto da linha 4 (cargas, geometrias, etc.), iniciou-se um estudo comparativo do reforço com gaiolas e do reforço com fibras de aço. Este trabalho apresenta algumas etapas deste estudo, procura abordar aspectos relevantes do processo desde a fabricação até a instalação das aduelas no túnel, explica os benefícios possíveis de serem atingidos, resume alguns dos principais motivos que levaram a indústria tuneleira a adotar a tecnologia de reforço com fibras de aço, vantagens e desvantagens
Abstract: The reinforcement of the concrete using steel fibers became possible, through the years, by it¿s economical and technical viability. It¿s wide range of utilization in civil construction, in several success work cases, made the modern tunneling industry realize the necessity of studding it as well. Concrete Segmental Lining Rings placed by TBMs - Tunnel Boring Machines - have been produced with Steel Fiber in the ultimate reference jobs around the world. After several years without of Metro projects in São Paulo Brasil, the already under construction line 4 with total 12,8 km of tunnels, will use one EPBM - Earth Pressure Balanced Machine ¿ witch lining is being considered made by reinforced concrete. The Basic Project (from the 60¿s) primarily considered steel bars as cage reinforcement. To benefit from the steel fiber reinforcement concrete, still, based on successful practical cases world wide, became the necessity to study this technology locally, in Brasil. Thus, taking the basic data from the original Line 4 project (geometry, etc.) a comparative study between steel cages and steel fibers started. This work contents some of the steps from this study and intents to evaluate key aspects from the whole process, since production phase at the segment plant, transport, installation and maintenance of the tunnel. Also explains the basic reasons of migration to the steel fiber reinforcement, including the benefits for the whole tunneling industry and society
Mestrado
Edificações
Mestre em Engenharia Civil
Chapitres de livres sur le sujet "Precast tunnel linings"
Winterton, T. R. « Developments in precast concrete tunnel linings in the United Kingdom ». Dans Tunnelling’ 94, 601–33. Boston, MA : Springer US, 1994. http://dx.doi.org/10.1007/978-1-4615-2646-9_35.
Texte intégralHosseini, Seyed Mohammad, Salaheldin Mousa, Hamdy Mohamed et Brahim Benmokrane. « Application of GFRP Bars in Precast Concrete Tunnel Lining Segments ». Dans 8th International Conference on Advanced Composite Materials in Bridges and Structures, 187–95. Cham : Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-09409-5_21.
Texte intégralPatel, Devansh, Chidchanok Pleesudjai, Yiming Yao, Steve Schaef et Barzin Mobasher. « Validation Testing of Precast Tunnel Lining Segments Using Polymeric Fibers ». Dans RILEM Bookseries, 820–30. Cham : Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-83719-8_70.
Texte intégralIbrahim, Basil, Salaheldin Mousa, Hamdy M. Mohamed et Brahim Benmokrane. « GFRP Reinforced Precast Concrete Tunnel Lining Segments Under Flexural Cyclic Loading ». Dans 8th International Conference on Advanced Composite Materials in Bridges and Structures, 149–56. Cham : Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-09409-5_17.
Texte intégralHosseini, S. M., S. Mousa, H. M. Mohamed et B. Benmokrane. « Efficiency of Precast Concrete Tunnel Lining Segments Reinforced with GFRP Bars Under Bending Load ». Dans Lecture Notes in Civil Engineering, 103–11. Singapore : Springer Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-0656-5_9.
Texte intégralWrixon, D., et G. Bracher. « A durability design for precast concrete segments for tunnel linings ». Dans North American Tunneling 2004. Taylor & Francis, 2004. http://dx.doi.org/10.1201/9781439833759.ch62.
Texte intégralFortunato, D., et G. Barbieri. « Tunnels widening and renewal using precast lining : The Swiss Rhaetian railway construction method applied to tunnel Mistail ». Dans Tunnels and Underground Cities : Engineering and Innovation meet Archaeology, Architecture and Art, 2100–2108. CRC Press, 2019. http://dx.doi.org/10.1201/9780429424441-222.
Texte intégralMeda, Alberto, et Zila Rinaldi. « Steel-fibre reinforcement for precast lining in tunnels with different diameters ». Dans fib Bulletin 79. Fibre-reinforced concrete : From design to structural applications, 363–72. fib. The International Federation for Structural Concrete, 2017. http://dx.doi.org/10.35789/fib.bull.0079.ch35.
Texte intégralScaffidi, S. C., A. Anders, S. Porto et E. Torres. « Forrestfield airport link project in Perth, Western Australia – precast concrete segmental lining ». Dans Tunnels and Underground Cities : Engineering and Innovation meet Archaeology, Architecture and Art, 6170–79. CRC Press, 2020. http://dx.doi.org/10.4324/9781003031871-43.
Texte intégralScaffidi, S. C., A. Anders, S. Porto et E. Torres. « Forrestfield airport link project in Perth, Western Australia – precast concrete segmental lining ». Dans Tunnels and Underground Cities : Engineering and Innovation meet Archaeology, Architecture and Art, 6170–79. CRC Press, 2019. http://dx.doi.org/10.1201/9780429424441-653.
Texte intégralActes de conférences sur le sujet "Precast tunnel linings"
Kong, Xiangxun, Yonghui Luo et Shaojun Wang. « Research on the Joint Waterproofing of Precast Segmental Tunnel Linings in Water-Rich Stratum ». Dans International Conference on Construction and Real Estate Management 2021. Reston, VA : American Society of Civil Engineers, 2021. http://dx.doi.org/10.1061/9780784483848.040.
Texte intégralSong, Fanbing, et Rolf Breitenbücher. « Load-Bearing Behavior of Steel Fiber-Reinforced Concrete for Precast Tunnel Lining Segments under Partial-Area Loading ». Dans Geo-Shanghai 2014. Reston, VA : American Society of Civil Engineers, 2014. http://dx.doi.org/10.1061/9780784413449.027.
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