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TECHNOLOGICAL TUNNEL CENTRE - NUMERICAL ANALYSIS BY USING DIFFERENT CONSTITUTIVE MODELS

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F10%3APU90631" target="_blank" >RIV/00216305:26110/10:PU90631 - isvavai.cz</a>

  • Result on the web

  • DOI - Digital Object Identifier

Alternative languages

  • Result language

    angličtina

  • Original language name

    TECHNOLOGICAL TUNNEL CENTRE - NUMERICAL ANALYSIS BY USING DIFFERENT CONSTITUTIVE MODELS

  • Original language description

    Major issue when analyzing geotechnical structures by finite element method is a selection of constitutive models for given geological condition. The paper presents predictions by different soil constitutive model of behaviour of a deep excavation in overconsolidated clays (Technological centrum, Brno, Czech Republic). Three groups of constitutive models are used throughout the paper: Linear elastic - perfectly plastic model (Mohr-Coulomb model), Elasto-plastic models with nonlinear behaviour (HardeningSoil Model/Hardening Soil - small strain model) and Hypoplastic models (Hypoplastic model for fine grained soils - Masin, 2005). Models have been calibrated using laboratory experimental data. The numerical analysis is performed as 2D (Plaxis). A new hypoplastic model was implemented into this software. Predictions of different constitutive models were compared with inclinometer measurements recorded during the excavation of foundation pit. Hypoplastic model for clay, which was implemen

  • 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

    2010

  • Confidentiality

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

Data specific for result type

  • Article name in the collection

    The 10th International Conference Modern Building Materials, Structures and Techniques

  • ISBN

    978-9955-28-593-9

  • ISSN

  • e-ISSN

  • Number of pages

    7

  • Pages from-to

  • Publisher name

    Vilnius Gediminas Technical University

  • Place of publication

    Vilnius, Lithuania

  • Event location

    Vilnius

  • Event date

    May 19, 2010

  • Type of event by nationality

    WRD - Celosvětová akce

  • UT code for WoS article