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Numerical Modelling of Slope Instability

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F15%3APU118058" target="_blank" >RIV/00216305:26110/15:PU118058 - isvavai.cz</a>

  • Result on the web

    <a href="http://dx.doi.org/10.1016/j.proeps.2015.08.076" target="_blank" >http://dx.doi.org/10.1016/j.proeps.2015.08.076</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.1016/j.proeps.2015.08.076" target="_blank" >10.1016/j.proeps.2015.08.076</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Numerical Modelling of Slope Instability

  • Original language description

    This article is dealing with stability of the highway cut in Eastern Slovakia. The cut is situated in rock environment of the Carpathian flysch, which in area of the cut mostly consists of shale with different degree of weathering. The cut is supported by an anchored pile wall. Rock environment is changing from the surface to the depth from alluvium clays, sands and completely weathered shale to fresh shale. The potential slip surface was investigated after evaluation of data from geotechnical monitoring, so stability of the pile wall has to be analyzed. Finite element analysis was done and two material models were compared to results of geotechnical monitoring. Deformation analysis and the safety factor are discussed. Two models were compared in these terms: Mohr - Coulomb material model and jointed rock material model. These models are introduced because of shale anisotropy and simplification of behavior model via jointed rock model. Jointed rock model was introduced as an anisotropic model and required geotechnical parameters for calculations are discussed in comparison with the Mohr – Coulomb material model. Anisotropic behavior of shale will be discussed and analyzed. Short recommendations for the use of these models are presented in the paper.

  • Czech name

  • Czech description

Classification

  • Type

    D - Article in proceedings

  • CEP classification

  • OECD FORD branch

    20101 - Civil engineering

Result continuities

  • Project

  • Continuities

    S - Specificky vyzkum na vysokych skolach

Others

  • Publication year

    2015

  • Confidentiality

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

Data specific for result type

  • Article name in the collection

    World Multidisciplinary Earth Sciences Symposium (WMESS 2015); Proceedings of a meeting held 7-11 September 2015, Prague, Czech Republic.

  • ISBN

    9781510812208

  • ISSN

    1878-5220

  • e-ISSN

  • Number of pages

    6

  • Pages from-to

    309-314

  • Publisher name

    Neuveden

  • Place of publication

    Praha

  • Event location

    Praha

  • Event date

    Sep 7, 2015

  • Type of event by nationality

    WRD - Celosvětová akce

  • UT code for WoS article

    000370751200048