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Comparison of the calculated and experimentally measured values of settlement and stress state of concrete slab and subsoil

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F14%3A86087283" target="_blank" >RIV/61989100:27120/14:86087283 - isvavai.cz</a>

  • Result on the web

    <a href="http://dx.doi.org/10.4028/www.scientific.net/AMM.501-504.867" target="_blank" >http://dx.doi.org/10.4028/www.scientific.net/AMM.501-504.867</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.4028/www.scientific.net/AMM.501-504.867" target="_blank" >10.4028/www.scientific.net/AMM.501-504.867</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Comparison of the calculated and experimentally measured values of settlement and stress state of concrete slab and subsoil

  • Original language description

    At the Faculty of Civil Engineering VSB ? TU Ostrava testing device was constructed so that the phenomena of soil ? foundation interaction could be experimentally investigated and compared with numerical models. Results of experimental loading test are compared with soil ? foundation interaction analysis based on finite element method (FEM). The stress strain analysis of elastic halfspace by means of Gauss numerical integration and Jacobean of transformation is presented here. The arbitrary shape and general course of the loaded area in nodal points is allowed by use of 4- and 8-node isoparametric elements, numerical integration and Jacobean transformation. The objective of this paper is also improving and developing the soil-structure interaction analysis based on the experimental results and FEM.

  • Czech name

  • Czech description

Classification

  • Type

    J<sub>x</sub> - Unclassified - Peer-reviewed scientific article (Jimp, Jsc and Jost)

  • CEP classification

    JN - Civil engineering

  • OECD FORD branch

Result continuities

  • Project

    <a href="/en/project/FR-TI2%2F746" target="_blank" >FR-TI2/746: *Reological sliding joint with thermo-controlled viscoelastic properties</a><br>

  • Continuities

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

Others

  • Publication year

    2014

  • Confidentiality

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

Data specific for result type

  • Name of the periodical

    Applied Mechanics and Materials. Volume 501-504

  • ISSN

    1660-9336

  • e-ISSN

  • Volume of the periodical

    Neuveden

  • Issue of the periodical within the volume

    501-504

  • Country of publishing house

    CH - SWITZERLAND

  • Number of pages

    10

  • Pages from-to

    867-876

  • UT code for WoS article

  • EID of the result in the Scopus database