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Analysis of Interaction of Retaining Walls with Underground Structures in Clay

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F09%3APU86068" target="_blank" >RIV/00216305:26110/09:PU86068 - isvavai.cz</a>

  • Result on the web

  • DOI - Digital Object Identifier

Alternative languages

  • Result language

    angličtina

  • Original language name

    Analysis of Interaction of Retaining Walls with Underground Structures in Clay

  • Original language description

    This paper is focused on the interaction of a retaining structure with a secondary municipal tunnel (3 m diameter), which are used to carry service lines in the Czech Republic. A deep excavation is constructed in vicinity of an existing tunnel. A finiteelement analysis examining an influence of a position of the existing underground structure on the deformation mode and internal forces of the retaining structure respectively an influence of a deep excavation on changes of internal forces in the tunnellining is presented. Different constitutive models, namely Mohr-Coulomb model, Hardening Soil model and Soft-soil model, are used in the analysis. Soil conditions represent soil profile typical for Brno region - overconsolidated Miocene clays. Significant influence of the deep excavation on the internal forces of the tunnel lining (increase of bending moment up to 120%) is shown whereas the influence of the existing tunnel on the internal forces in the diaphragm wall is small (is than 14

  • Czech name

  • Czech description

Classification

  • Type

    D - Article in proceedings

  • CEP classification

    JN - Civil engineering

  • OECD FORD branch

Result continuities

  • Project

    <a href="/en/project/GA103%2F09%2F1262" target="_blank" >GA103/09/1262: Numerical Analysis of Retaining Walls using Different Constitutive Models</a><br>

  • Continuities

    Z - Vyzkumny zamer (s odkazem do CEZ)

Others

  • Publication year

    2009

  • Confidentiality

    S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Data specific for result type

  • Article name in the collection

    Computational Methods in Tunnelling, EURO:TUN 2009

  • ISBN

    978-3-931681-93-7

  • ISSN

  • e-ISSN

  • Number of pages

    8

  • Pages from-to

  • Publisher name

    Aedificatio Publishers

  • Place of publication

    Freiburg

  • Event location

    Bochum

  • Event date

    Sep 9, 2009

  • Type of event by nationality

    WRD - Celosvětová akce

  • UT code for WoS article