Distribution of fibers in SFRC segments for tunnel linings

被引:19
|
作者
Carmona, Sergio [1 ]
Molins, Climent [2 ]
Aguado, Antonio [2 ]
Mora, Felipe [3 ]
机构
[1] Univ Tecn Federico Santa Maria, Dept Obras Civiles, Valparaiso, Chile
[2] Univ Politecn Cataluna, Dept Ingn Construcc, Barcelona, Spain
[3] MINMETAL, Santiago, Chile
关键词
Fiber distribution; Fiber content; Fiber reinforced concrete; Tunnel linings; REINFORCED CONCRETE; MECHANICAL-PROPERTIES; STEEL FIBERS; DISPERSION; ORIENTATION; BARCELONA; BEHAVIOR; DESIGN;
D O I
10.1016/j.tust.2015.10.040
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper presents research results regarding the distribution of steel fibers in concrete used to build precast tunnel segments for Line 9 of the Barcelona Metro. The fiber distribution was studied using the actual fiber contents obtained by means of crushed cores drilled from different points of three full-scale tunnel lining segments. A statistical analysis determined that the fiber content in the ends of segments tends to be greater than in the central zone. The way of transporting, pouring and compacting concrete influences the fiber content and the fiber distribution across the thickness of the segment. In addition, cores with a diameter of 150 mm were found to have a lower scatter in the fiber content than smaller diameter specimens. Finally, based on probabilistic approaches, a minimum of 11 cores is proposed to control the fiber content in FRC segments. (C) 2015 Elsevier Ltd. All rights reserved.
引用
收藏
页码:238 / 249
页数:12
相关论文
共 50 条
  • [41] The future of sprayed concrete tunnel linings
    Thomas, Alun
    Concrete (London), 2002, 36 (04):
  • [42] SPECIFIC BEHAVIOUR OF PREFABRICATED TUNNEL LININGS
    Karasev, E. A.
    JOURNAL OF MINING INSTITUTE, 2010, 185 : 180 - 183
  • [43] Precast tunnel segments for metro tunnel lining: A hybrid reinforcement solution using macro-synthetic fibers
    Conforti, Antonio
    Trabucchi, Ivan
    Tiberti, Giuseppe
    Plizzari, Giovanni A.
    Caratelli, Angelo
    Meda, Alberto
    ENGINEERING STRUCTURES, 2019, 199
  • [44] INTERACTION OF TUNNEL LININGS AND SOFT GROUND
    ELNAHHAS, F
    ELKADI, F
    AHMED, A
    TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 1992, 7 (01) : 33 - 43
  • [45] Flexible interface materials for tunnel linings
    Khan, A
    Nehdi, M
    Lo, KY
    Kramer, GJE
    UNDERGROUND INFRASTRUCTURE RESEARCH: MUNICIPAL, INDUSTRIAL AND ENVIRONMENTAL APPLICATIONS, 2001, : 59 - 64
  • [46] UTRC STUDY - DESIGN OF TUNNEL LININGS
    OROURKE, TD
    UNDERGROUND SPACE, 1985, 9 (2-3): : 102 - 108
  • [47] Seismically induced racking of tunnel linings
    Penzien, J
    EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2000, 29 (05): : 683 - 691
  • [48] Analysis of lateral openings in tunnel linings
    Spyridis, Panagiotis
    Bergmeister, Konrad
    TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2015, 50 : 376 - 395
  • [49] Visual change detection on tunnel linings
    Simon Stent
    Riccardo Gherardi
    Björn Stenger
    Kenichi Soga
    Roberto Cipolla
    Machine Vision and Applications, 2016, 27 : 319 - 330
  • [50] Stress analysis and design of tunnel linings
    Wu, CL
    Penzien, J
    1997 RAPID EXCAVATION AND TUNNELING CONFERENCE, PROCEEDINGS, 1997, : 431 - 455