Ανάσχεση βραχοπτώσεων στο λόφο Καστελίου Χώρας Σφακίων

Κοκολάκης, Γεώργιος

dc.contributor.author	Κοκολάκης, Γεώργιος	el
dc.date.accessioned	2020-10-09T08:32:53Z
dc.date.available	2020-10-09T08:32:53Z
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/51344
dc.identifier.uri	http://dx.doi.org/10.26240/heal.ntua.19042
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	Καταπτώσεις	el
dc.subject	Ανάσχεση	el
dc.subject	Βραχοτεμάχια	el
dc.subject	Βραχοπτώσεις	el
dc.subject	RοcFall	en
dc.title	Ανάσχεση βραχοπτώσεων στο λόφο Καστελίου Χώρας Σφακίων	el
dc.contributor.department	Σχεδιασμός και κατασκευη υπογειων εργων	el
heal.type	masterThesis
heal.classification	ΕΔΑΦΟΜΗΧΑΝΙΚΗ	el
heal.language	el
heal.access	free
heal.recordProvider	ntua	el
heal.publicationDate	2016-03-18
heal.abstract	The rock falling phenomena constitutes one of the most important categories in slope failure. These falls concern primarily rocky formations and account for the abruption of parts of the rock mass. For the consequences of the phenomena to be avoided it is deemed necessary its systematic research and the construction of effective measures of containment, which is achieved with the use of the suitable software. In this research it was conducted an analysis for the abruption-fall of rocky parts in Chora Sfakion, municipality of Chania, and the causes that creates them. For the precise prediction of the rock falling a simulation in a computing environment has taken place. For the accuracy of the analysis certain coefficients has been used, which are depended from factors such as the characteristics of the fragment (weight, size, shape, strength, etc.), the dynamics (angular velocity of impact, impact angle, fragment orientation), or the plane’s rocky surface characteristics (gradient, roughness, strength etc.). Furthermore, it was conducted a hazard evaluation for the region under study. The region, according to analysis it is risky for falls, therefore need to be designed and placed protective measures. The risk in the slope is from low to high. In the sections that the risk is high, mainly due to the large volume of rock, that lie on the surface, and the height of the slope. To reduce the risk should take protective measures. More effective protection measure is, depending on the research area, rock traps for high risk parts and metal mesh for medium risk parts.	en
heal.advisorName	Τσιαμπάος, Γεώργιος	el
heal.advisorName	Σαρόγλου, Χάρης	el
heal.committeeMemberName	Τσιαμπάος, Γεώργιος	el
heal.committeeMemberName	Καββαδάς, Μιχαήλ	el
heal.committeeMemberName	Πανταζίδου, Μαρίνα	el
heal.academicPublisher	Σχολή Πολιτικών Μηχανικών	el
heal.academicPublisherID	ntua
heal.numberOfPages	73
heal.fullTextAvailability	true