Αναλυτική και αριθμητική προσομοίωση τοίχων αντιστήριξης από συρματοκιβώτια υπό στατικές και σεισμικές συνθήκες

Γεωργουσάκη, Αργυρώ; Georgousaki, Argyro

dc.contributor.author	Γεωργουσάκη, Αργυρώ	el
dc.contributor.author	Georgousaki, Argyro	en
dc.date.accessioned	2022-11-28T09:08:15Z
dc.date.available	2022-11-28T09:08:15Z
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/56258
dc.identifier.uri	http://dx.doi.org/10.26240/heal.ntua.23956
dc.rights	Αναφορά Δημιουργού-Μη Εμπορική Χρήση-Όχι Παράγωγα Έργα 3.0 Ελλάδα	*
dc.rights.uri	http://creativecommons.org/licenses/by-nc-nd/3.0/gr/	*
dc.subject	Συρματοκιβώτια	el
dc.subject	Στατικές συνθήκες	el
dc.subject	Plaxis 2D	el
dc.subject	Αναλυτικοί και αριθμητικοί υπολογισμοί	el
dc.title	Αναλυτική και αριθμητική προσομοίωση τοίχων αντιστήριξης από συρματοκιβώτια υπό στατικές και σεισμικές συνθήκες	el
dc.title	Analytical and numerical simulation of gabion retaining walls under static and seismic conditions	en
heal.type	bachelorThesis
heal.classification	Εδαφομηχανική	el
heal.language	el
heal.access	campus
heal.recordProvider	ntua	el
heal.publicationDate	2022-07-22
heal.abstract	The object of the present dissertation is the study of the gabions, under static and seismic conditions, i.e., without the presence of an earthquake and with the presence of an earthquake, respectively. The impulses exerted on the wall by the wire boxes and the conditions under which this wall can slide, tip over or both slid and tip over are investigated. At the first part of the present study, an extensive literature review takes place in order to cover the theory behind the categories of retaining walls. Special attention is given to the category of gravity walls and more specifically to the gabion walls. Some general information about the wire boxes, in what applications they are used, as well as aspects about their quality are discussed in the next paragraphs. The advantages and disadvantages of wire boxes as well as their installation instructions are also listed. In addition, the theories generally used for finding the thrusts, the lateral ground pressures and the limiting states of functionality of the walls are explained. At the last part of this dissertation, Plaxis 2D software is discussed. This specific software uses the finite element method to solve various geotechnical problems in two-dimensions, from which the impulses, hydrostatic and geostatic tendencies were found. Those results were compared with the theoretical calculations made there of which are explained in detail.	en
heal.advisorName	Ψαρρόπουλος, Πρόδρομος	el
heal.committeeMemberName	Καττής, Μαρίνος	el
heal.academicPublisher	Εθνικό Μετσόβιο Πολυτεχνείο. Σχολή Αγρονόμων και Τοπογράφων Μηχανικών. Τομέας Έργων Υποδομής και Αγροτικής Ανάπτυξης	el
heal.academicPublisherID	ntua
heal.numberOfPages	134 σ.	el
heal.fullTextAvailability	false