• DocumentCode
    2783701
  • Title

    New type flexible joint for the Osaka Port Yumeshima Tunnel Osamu Kiyomiya

  • Author

    Kiyomiya, Osamu ; Nakamichi, Masato ; Yokota, Hiroshi ; Shiraishi, Satoru

  • Author_Institution
    Civil & Environ. Div., Waseda Univ.
  • Volume
    4
  • fYear
    2004
  • fDate
    9-12 Nov. 2004
  • Firstpage
    2086
  • Abstract
    This paper describes a newly invented flexible joint called Crown Seal Joint for the immersed tunnel at Osaka bay. Crown Seal Joint can absorb larger deformation between tunnel elements than conventional flexible joints. Crown Seal Joint mainly consists of a rubber block and flanges reinforced by plastic fibers. Basic performance of the joint was made clear by experimental and analytical tests in this study. From the experimental results, it was confirmed that Crown Seal Joint exhibits excellent performance to absorb design deformation and always keeps its neutral position at the joint. By FEM analysis, intolerable distortion is estimated in rubber material. It was also made clear that Crown Seal Joint reduces resulting stresses in the joint induced by earthquakes and differential settlement
  • Keywords
    finite element analysis; flexible structures; oceanographic regions; oceanographic techniques; Crown Seal Joint; FEM analysis; Osaka Port Yumeshima Tunnel Osamu Kiyomiya; Osaka bay; deformation; differential settlement; distortion; earthquakes; finite element model; flanges; flexible joint; immersed tunnel; plastic fibers; rubber block; rubber material; tunnel elements; Airports; Engineering management; Environmental management; Research and development management; Rubber; Sea measurements; Sea surface; Seals; Soil; Technology management;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    OCEANS '04. MTTS/IEEE TECHNO-OCEAN '04
  • Conference_Location
    Kobe
  • Print_ISBN
    0-7803-8669-8
  • Type

    conf

  • DOI
    10.1109/OCEANS.2004.1406465
  • Filename
    1406465