3465201
doi
10.5281/zenodo.3465201
oai:zenodo.org:3465201
user-eu
Logar Janko
University of Ljubljana
Kuder Sebastjan
University of Ljubljana
Viana da Fonseca Antonio
University of Porto
VULNERABILITY OF TRAFFIC EMBANKMENTS TO LIQUEFACTION-INDUCED DEFORMATIONS
Oblak Aleš
University of Ljubljana
info:eu-repo/semantics/openAccess
Creative Commons Attribution 4.0 International
https://creativecommons.org/licenses/by/4.0/legalcode
Embankment, Liquefaction, FLAC, Vulnerability Analysis
<p>Liquefaction-induced deformations on traffic embankments were studied using software package FLAC in combination with advanced material model PM4Sand in order to simulate the liquefaction phenomenon. A parametric study was carried out, where the geometry of the embankment and soil profile was varied. In addition, numerical analyses were performed for two sets of material properties of the liquefiable sandy layer – medium dense and loose state. On the basis of numerical results, fragility curves were derived in terms of crest settlement as damage state parameter and Arias intensity or peak ground acceleration as intensity measure.</p>
Zenodo
2019-09-26
info:eu-repo/semantics/conferencePaper
3465200
user-eu
award_title=Assessment and mitigation of liquefaction potential across Europe: a holistic approach to protect structures / infrastructures for improved resilience to earthquake-induced liquefaction disasters; award_number=700748; award_identifiers_scheme=url; award_identifiers_identifier=https://cordis.europa.eu/projects/700748; funder_id=00k4n6c32; funder_name=European Commission;
1579538819.878041
1645790
md5:650028271883a1aac6484006dcf1b166
https://zenodo.org/records/3465201/files/EYGEC-Oblak_et_al-final.pdf
public
10.5281/zenodo.3465200
isVersionOf
doi