Please use this identifier to cite or link to this item: http://hdl.handle.net/11400/4892
Title: Evaluation of seismic mitigation of embankment model
Authors: Namdar, Abdoullah
Item type: Conference publication
Keywords: Liquefaction;Υγροποίηση;Stress;Dense Zone;Pore Water Pressure;Άγχος;Πυκνή ζώνη;Πόροι;Νερό υπό πίεση
Subjects: Science
Geology
Επιστήμες
Γεωλογία
Issue Date: 27-Jan-2015
2009
Date of availability: 27-Jan-2015
Publisher: Νερατζής, Ηλίας
Σιανούδης, Ιωάννης
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.
Language: English
Citation: 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/
Journal: e-Περιοδικό Επιστήμης & Τεχνολογίας
e-Journal of Science & Technology
Type of Journal: With a review process (peer review)
Access scheme: Publicly accessible
License: Αναφορά Δημιουργού-Μη Εμπορική Χρήση-Όχι Παράγωγα Έργα 3.0 Ηνωμένες Πολιτείες
URI: http://hdl.handle.net/11400/4892
Appears in Collections:Τόμος 04, τεύχος 2 (2009)

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