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Comperative Analysis of Bearing Capacity of Reinforced and Non-preinforced Railway Embankment

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21260%2F17%3A00320320" target="_blank" >RIV/68407700:21260/17:00320320 - isvavai.cz</a>

  • Result on the web

  • DOI - Digital Object Identifier

Alternative languages

  • Result language

    angličtina

  • Original language name

    Comperative Analysis of Bearing Capacity of Reinforced and Non-preinforced Railway Embankment

  • Original language description

    A comparative analysis using the programme ANSYS (FEM) deals with the generation of the computation model and with the assessment of theinfluence of the geogrids and the vertical lime-cement columnson the bearing capacity and deformation of the railway embankment in the less load- bearing subsoil. The graphic outputs give an overview of the field layout of equivalent stresses and deformation in the construction of the railway substructure.

  • Czech name

  • Czech description

Classification

  • Type

    J<sub>ost</sub> - Miscellaneous article in a specialist periodical

  • CEP classification

  • OECD FORD branch

    20104 - Transport engineering

Result continuities

  • Project

  • Continuities

    Z - Vyzkumny zamer (s odkazem do CEZ)

Others

  • Publication year

    2017

  • Confidentiality

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

Data specific for result type

  • Name of the periodical

    Acta Polytechnica CTU Proceedings

  • ISSN

    2336-5382

  • e-ISSN

    2336-5382

  • Volume of the periodical

    2017

  • Issue of the periodical within the volume

    11

  • Country of publishing house

    CZ - CZECH REPUBLIC

  • Number of pages

    9

  • Pages from-to

    22-30

  • UT code for WoS article

  • EID of the result in the Scopus database