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dc.contributor.author Namdar, Abdoullah en
dc.date.accessioned 2015-01-27T21:46:20Z
dc.date.available 2015-01-27T21:46:20Z
dc.date.issued 2015-01-27
dc.identifier.uri http://hdl.handle.net/11400/4892
dc.rights Αναφορά Δημιουργού-Μη Εμπορική Χρήση-Όχι Παράγωγα Έργα 3.0 Ηνωμένες Πολιτείες *
dc.rights.uri http://creativecommons.org/licenses/by-nc-nd/3.0/us/ *
dc.source http://e-jst.teiath.gr/ en
dc.subject Liquefaction
dc.subject Υγροποίηση
dc.subject Stress
dc.subject Dense Zone
dc.subject Pore Water Pressure
dc.subject Άγχος
dc.subject Πυκνή ζώνη
dc.subject Πόροι
dc.subject Νερό υπό πίεση
dc.title Evaluation of seismic mitigation of embankment model en
heal.type journalArticle
heal.classification Science
heal.classification Geology
heal.classification Επιστήμες
heal.classification Γεωλογία
heal.classificationURI http://zbw.eu/stw/descriptor/15685-2
heal.classificationURI http://zbw.eu/stw/descriptor/15873-1
heal.classificationURI **N/A**-Επιστήμες
heal.classificationURI **N/A**-Γεωλογία
heal.language en
heal.access free
heal.publicationDate 2009
heal.bibliographicCitation Namdar, A. (2009). Evaluation of seismic mitigation of embankment model. "e-Journal of Science & Technology". [Online] 4(2): 61-73. Available from: http://e-jst.teiath.gr/ en
heal.abstract Conducting experiment on embankment model by shaking table could be one of the accurate methods to evaluating behavior of embankment when it is under seismic loading. Dynamic force is responsible for nonlinear stress in the system. When the model is under dynamic loading, suitable arrangement of dense zone in the subsoil is the main factor at the play in embankment stability. In this paper for mitigate seismic force was applied up on the embankment model, the results of three experiments have been considered to assessment function of dense zone installed in different location of the subsoil. The stress in the system has been measured and photographs were taken for presenting reaction of the embankment model. At final the results of three experiments indicated possibility of understanding embankment behavior when it is under seismic force. en
heal.publisher Νερατζής, Ηλίας el
heal.publisher Σιανούδης, Ιωάννης el
heal.journalName e-Journal of Science & Technology en
heal.journalName e-Περιοδικό Επιστήμης & Τεχνολογίας el
heal.journalType peer-reviewed
heal.fullTextAvailability true


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Αναφορά Δημιουργού-Μη Εμπορική Χρήση-Όχι Παράγωγα Έργα 3.0 Ηνωμένες Πολιτείες Except where otherwise noted, this item's license is described as Αναφορά Δημιουργού-Μη Εμπορική Χρήση-Όχι Παράγωγα Έργα 3.0 Ηνωμένες Πολιτείες