Evaluation of seismic mitigation of embankment model

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