
<ns0:uwmetadata xmlns:ns0="http://phaidra.univie.ac.at/XML/metadata/V1.0" xmlns:ns1="http://phaidra.univie.ac.at/XML/metadata/lom/V1.0" xmlns:ns10="http://phaidra.univie.ac.at/XML/metadata/provenience/V1.0" xmlns:ns11="http://phaidra.univie.ac.at/XML/metadata/provenience/V1.0/entity" xmlns:ns12="http://phaidra.univie.ac.at/XML/metadata/digitalbook/V1.0" xmlns:ns13="http://phaidra.univie.ac.at/XML/metadata/etheses/V1.0" xmlns:ns2="http://phaidra.univie.ac.at/XML/metadata/extended/V1.0" xmlns:ns3="http://phaidra.univie.ac.at/XML/metadata/lom/V1.0/entity" xmlns:ns4="http://phaidra.univie.ac.at/XML/metadata/lom/V1.0/requirement" xmlns:ns5="http://phaidra.univie.ac.at/XML/metadata/lom/V1.0/educational" xmlns:ns6="http://phaidra.univie.ac.at/XML/metadata/lom/V1.0/annotation" xmlns:ns7="http://phaidra.univie.ac.at/XML/metadata/lom/V1.0/classification" xmlns:ns8="http://phaidra.univie.ac.at/XML/metadata/lom/V1.0/organization" xmlns:ns9="http://phaidra.univie.ac.at/XML/metadata/histkult/V1.0">
  <ns1:general>
    <ns1:identifier>o:4160</ns1:identifier>
    <ns1:title language="en">Dynamic response of existing embankment dams in specific geotechnical and seismological conditions: contemporary framework for Serbian national guidelines</ns1:title>
    <ns1:language>en</ns1:language>
    <ns1:description language="en">We suggest a new approach for evaluating the dynamic response of existing
embankment dams as a guideline for national engineering regulations in Serbia.
This novel concept is applied to the case study of the existing embankment
dam “Zavoj” (Serbia), built at the place of the previously formed natural dam
(due to large landslide activity), and exposed to Mw7.4 Vrančea earthquake
and under double impact of Kresna earthquake (Mw6.8 and Mw7.1). Results
of transient FEM and direct dynamical analysis of the three-dimensional FEM
model of the “Zavoj” dam indicate that the existing dam is stable in dynamic
conditions, while the surrounding terrain is either on the verge of stability or
becomes unstable, depending on the assumed geotechnical conditions and a
relevant earthquake analyzed. As a result, we construct a landslide hazard map in
dynamic conditions and the dam damage map, which enables the identification
of unstable, damaged, or weak parts of the dam, its immediate surroundings,
and the accumulation zone in general. The results indicate that direct dynamical
analysis is obligatory when two succeeding earthquakes occur and temporal
evolution of displacements in the model is required. Additionally, the application
of the remaining bearing capacity criterion indicates a much larger zone of
potential instability compared to the extent of equivalent plastic strain and the
location of the old sliding surface. By following the proposed guidelines, one
secures the inclusion of all the relevant influential factors in the comprehensive
dynamic analysis of existing embankment dams, leading eventually to
reliable decisions on further design, (re)construction, and/or monitoring
activities.
</ns1:description>
    <ns1:keyword language="en"> embankment dam, landslide, earthquake, 3D dynamic analysis, remaining bearing capacity</ns1:keyword>
    <ns2:identifiers>
      <ns2:resource>1552099</ns2:resource>
      <ns2:identifier>10.3389/feart.2024.1358928</ns2:identifier>
    </ns2:identifiers>
  </ns1:general>
  <ns1:lifecycle>
    <ns1:upload_date>2024-03-14T10:33:12.390Z</ns1:upload_date>
    <ns1:status>44</ns1:status>
    <ns2:peer_reviewed>yes</ns2:peer_reviewed>
    <ns1:contribute seq="0">
      <ns1:role>46</ns1:role>
      <ns1:entity seq="0">
        <ns3:firstname>Srđan</ns3:firstname>
        <ns3:lastname>Kostić </ns3:lastname>
        <ns3:institution>Institut za vodoprivredu &quot;Jaroslav Černi&quot;; Jaroslav Černi Water Institute</ns3:institution>
        <ns3:orcid>0000-0002-3705-3080</ns3:orcid>
      </ns1:entity>
      <ns1:entity seq="1">
        <ns3:firstname>Nikola</ns3:firstname>
        <ns3:lastname>Milivojević</ns3:lastname>
        <ns3:institution>Institut za vodoprivredu &quot;Jaroslav Černi&quot;; Jaroslav Černi Water Institute</ns3:institution>
        <ns3:type>person</ns3:type>
        <ns3:orcid>0000-0001-5330-1219</ns3:orcid>
      </ns1:entity>
      <ns1:entity seq="2">
        <ns3:firstname>Slobodan</ns3:firstname>
        <ns3:lastname>Nedeljković</ns3:lastname>
        <ns3:institution>Geofizički biro, Beograd, Belgrade, Serbia</ns3:institution>
        <ns3:type>person</ns3:type>
      </ns1:entity>
      <ns1:entity seq="3">
        <ns3:firstname>Aleksandar</ns3:firstname>
        <ns3:lastname>Bodić</ns3:lastname>
        <ns3:institution>University of Kragujevac, Faculty of Engineering, Kragujevac, Serbia</ns3:institution>
        <ns3:type>person</ns3:type>
      </ns1:entity>
      <ns1:entity seq="4">
        <ns3:firstname>Dragan</ns3:firstname>
        <ns3:lastname>Rakić</ns3:lastname>
        <ns3:institution>University of Kragujevac, Faculty of Engineering, Kragujevac, Serbia</ns3:institution>
        <ns3:type>person</ns3:type>
      </ns1:entity>
    </ns1:contribute>
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  <ns1:technical>
    <ns1:format>application/pdf</ns1:format>
    <ns1:size>1275827</ns1:size>
    <ns1:location>https://unilib.phaidrabg.rs/o:4160</ns1:location>
  </ns1:technical>
  <ns1:rights>
    <ns1:cost>no</ns1:cost>
    <ns1:copyright>yes</ns1:copyright>
    <ns1:license>16</ns1:license>
  </ns1:rights>
  <ns1:classification>
    <ns1:purpose>70</ns1:purpose>
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  <ns1:organization>
    <ns8:hoschtyp>92000001</ns8:hoschtyp>
    <ns8:orgassignment>
      <ns8:faculty>71A04</ns8:faculty>
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  <ns12:digitalbook>
    <ns12:name_magazine language="en">Frontiers in Earth Science</ns12:name_magazine>
    <ns12:volume>12</ns12:volume>
    <ns12:from_page>1</ns12:from_page>
    <ns12:to_page>19</ns12:to_page>
    <ns12:publisher>Frontiers Media SA, Lausanne, Switzerland</ns12:publisher>
    <ns12:releaseyear>2024-02-21</ns12:releaseyear>
    <ns12:release_notes language="en">Received 20 December 2023
Accepted 30 January 2024
Published 21 February 2024
</ns12:release_notes>
  </ns12:digitalbook>
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