New Design Method for the Production Tolerances of Concrete Tunnel Segments-Reference-Cited by-同舟云学术

New Design Method for the Production Tolerances of Concrete Tunnel Segments

Published:2012-12 Issue:6 Volume:26 Page:824-834
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Cavalaro S. H. P.¹,Blom C. B. M.²,Aguado A.³,Walraven J. C.⁴

Affiliation:

1. Lecturer, Departamento de Ingeniería de la Construcción, E.T.S. de Caminos Canales y Puestos, Universidad Politécnica de Cataluña, BarcelonaTech, Calle Jordi Girona Salgado 1-3, Módulo B1, Despacho 106, 08034 Barcelona, Spain (corresponding author).

2. Assistant Professor, Dept. of Design and Construction, Structural and Building Engineering, Concrete Structures, TU Delft, 2600, Delft, count.

3. Professor, Departamento de Ingeniería de la Construcción, E.T.S. de Caminos Canales y Puestos, Universidad Politécnica de Cataluña, BarcelonaTech, Calle Jordi Girona Salgado 1-3, Módulo C1, Despacho 202, 08034 Barcelona, Spain.

4. Professor, Dept. Design and Construction, Structural and Building Engineering, Concrete Structures, TU Delft, 2600, Delft, Netherlands.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CF.1943-5509.0000291

Reference27 articles.

1. Three-dimensional structural analyses of the shield-driven “Green Heart” tunnel of the high-speed line South

2. Brux G. (1998). “Einschaliger tunnelausbau mit stahlbetontübbingen.” TIEFBAU 110(10) (in German).

3. Burgers R. Walraven J. Plizzari G. A. and Tiberti G. (2007). “Structural behavior of SFRC tunnel segments during TBM operations.” Proc. World Tunnel Congress 2007 J. Barták I. Hrdina G. Romancov and J. Zlámal eds. Taylor & Francis London 1461–1467.

4. Cavalaro S. H. P. (2009). “Technological aspects of tunnels constructed with TBM and segmented tunnel lining.” Ph.D. thesis Barcelona E.T.S. Ingenieros de Caminos Canales y Puertos–UPC Barcelona Spain.

Cited by 24 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Flexural Performance of Tunnel lining Segments using Fiber Reinforced Concrete: A Study on Recycled and Industrial Fibers Through Experimental and Numerical Methods;2024-08-22

2. Case studies of the load-bearing performance of shield tunnel segment with misaligned defects;Scientific Reports;2024-07-29

3. Numerical Analysis of the Single-Directionally Misaligned Segment Behavior of Hydraulic TBM Tunnel;Buildings;2024-07-16

4. Statistical Process Control of Fiber-Reinforced Concrete Precast Tunnel Segments;ACI Materials Journal;2024-04-01

5. Evaluation of environmental and economic compatibility of different types of segment linings based on the structural performance with some aggravating factors;Tunnelling and Underground Space Technology;2024-02