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Numerical Modelling of Plate Load Tests on Unsaturated Silt Loams in Laboratory Stands

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F19%3A00349539" target="_blank" >RIV/68407700:21110/19:00349539 - isvavai.cz</a>

  • Result on the web

    <a href="https://doi.org/10.1088/1755-1315/362/1/012117" target="_blank" >https://doi.org/10.1088/1755-1315/362/1/012117</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.1088/1755-1315/362/1/012117" target="_blank" >10.1088/1755-1315/362/1/012117</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Numerical Modelling of Plate Load Tests on Unsaturated Silt Loams in Laboratory Stands

  • Original language description

    The paper summarizes the results of the numerical modelling of plate load tests on unsaturated silt loams in laboratory conditions using two different constitutive models and different software packages. The first part of the paper presents laboratory measurements on large specimens of compacted unsaturated silt loams with a constant degree of saturation during the experiments. It comments on the issues of the classical interpretations of static plate load tests including the influence zone theory and further issues with calibration of numerical models using the parameters gained from the classical approach. The second part of the paper dedicated to the problems of numerical modelling of these soils presents results of the CamClay constitutive model modified for capturing the influence of the moisture content implemented in the SIFEL software package and results of the Hypoplastic constitutive model for clays implemented in the GEO 5 software package. The paper presents a comprehensive analysis of the advantages and drawbacks of both constitutive models in details and comments on the possible issues when using them for more topologically complex tasks.

  • Czech name

  • Czech description

Classification

  • Type

    D - Article in proceedings

  • CEP classification

  • OECD FORD branch

    20101 - Civil engineering

Result continuities

  • Project

    <a href="/en/project/VG20102014056" target="_blank" >VG20102014056: Reliability Improvement of Control Structures Installed on Hydraulic Structures for Sustaining Crisis Situation Caused by Natural Disasters and Accidental Operation</a><br>

  • Continuities

    P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Others

  • Publication year

    2019

  • Confidentiality

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

Data specific for result type

  • Article name in the collection

    IOP Conf. Series: Earth and Environmental Science

  • ISBN

  • ISSN

    1755-1315

  • e-ISSN

    1755-1315

  • Number of pages

    10

  • Pages from-to

  • Publisher name

    IOP Publishing Ltd.

  • Place of publication

    Bristol

  • Event location

    Praha, Česká republika

  • Event date

    Sep 9, 2019

  • Type of event by nationality

    WRD - Celosvětová akce

  • UT code for WoS article