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Spatial variability of soil parameters in an analysis of a strip footing using hypoplastic model

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216208%3A11310%2F10%3A10081160" target="_blank" >RIV/00216208:11310/10:10081160 - isvavai.cz</a>

  • Result on the web

  • DOI - Digital Object Identifier

Alternative languages

  • Result language

    angličtina

  • Original language name

    Spatial variability of soil parameters in an analysis of a strip footing using hypoplastic model

  • Original language description

    Advanced hypoplastic constitutive model is used in probabilistic analyses of a typical geotech- nical problem, strip footing. Spatial variability of soil parameters, rather than state variables, is studied by means of random field Monte-Carlo simulations. The model, including correlation length, was calibrated using a comprehensive set of experimental data. Foundation displacement uy for given load follows closely lognormal distribution, even though some model parameters are distributed normally. The vertical correlation length thétav was found to have minor effect on mý[uy ], but significant effect on sigma[uy ], which decreases with decreasing thétav due to spatial averaging. Applicability of a simpler probabilistic method (FOSM) is also discussed.

  • Czech name

  • Czech description

Classification

  • Type

    D - Article in proceedings

  • CEP classification

    JM - Structural engineering

  • OECD FORD branch

Result continuities

  • Project

    <a href="/en/project/GA205%2F08%2F0732" target="_blank" >GA205/08/0732: The development and evaluation of numerical methods for prediction of the behaviour of tunnels in fine-grained soils</a><br>

  • Continuities

    P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)<br>Z - Vyzkumny zamer (s odkazem do CEZ)<br>S - Specificky vyzkum na vysokych skolach

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

    Numerical Method in Geotechnical Engineering

  • ISBN

    978-0-415-59239-0

  • ISSN

  • e-ISSN

  • Number of pages

    5

  • Pages from-to

  • Publisher name

    Taylor & Francis Inc

  • Place of publication

    Norvegian University of science and technology

  • Event location

    Trondheim, Norsko

  • Event date

    Jun 2, 2010

  • Type of event by nationality

    EUR - Evropská akce

  • UT code for WoS article