Seismic response of reinforced soil slopes

Ioanna Tzavara, Varvara Zania, Yiannis Tsompanakis, Prodromos Psarropoulos

    Research output: Chapter in Book/Report/Conference proceedingArticle in proceedingsResearchpeer-review


    The main aim of the current study is to assess the dynamic response of reinforced soil structures taking into account the most important aspects of the problem and to compare the available design methods. For this purpose, initially the most commonly used pseudostatic approach is implemented via a parametric investigation to illustrate the impact of the crucial parameters of this approach. Subsequently, Newmark’s sliding block model is modified to account for the reinforcement forces in the calculation of seismic displacements. Finally, finite element analyses were performed and the numerical results were compared with experimental data.
    Original languageEnglish
    Title of host publication6th hellenic conference on geotechnical and geoenvironmental engineering
    Volumevolume 2
    Publication date2010
    Publication statusPublished - 2010
    Event6th Hellenic Conference on Geotechnical and Geoenvironmental Engineering - Volos, Greece
    Duration: 29 Sept 20101 Oct 2010
    Conference number: 6


    Conference6th Hellenic Conference on Geotechnical and Geoenvironmental Engineering

    Bibliographical note

    written in greek


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