Mohammed, Adel Kamel Ibrahim

dc.contributor.author	Mohammed, Adel Kamel Ibrahim	en
dc.date.accessioned	2022-02-18T18:53:44Z
dc.date.available	2022-02-18T18:53:44Z
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/54775
dc.identifier.uri	http://dx.doi.org/10.26240/heal.ntua.22473
dc.description	Εθνικό Μετσόβιο Πολυτεχνείο--Μεταπτυχιακή Εργασία. Διεπιστημονικό-Διατμηματικό Πρόγραμμα Μεταπτυχιακών Σπουδών (Δ.Π.Μ.Σ.) “Δομοστατικός Σχεδιασμός και Ανάλυση των Κατασκευών”	el
dc.rights	Default License
dc.subject	Numerical analysis	en
dc.subject	Embedded beam model	en
dc.subject	Interaction factor	en
dc.subject	Piled raft foundations	en
heal.type	masterThesis
heal.classification	CIVIL ENGINEERING	en
heal.language	en
heal.access	free
heal.recordProvider	ntua	el
heal.publicationDate	2021-06-01
heal.abstract	Usually, the high-rise buildings exposed to excessive settlement and differential settlement, therefore the shallow foundation system was difficult to be used, so the direction went to the deep foundation's system. One of these systems was the piled raft foundation where both piles and raft carried the applied load. Also, the piles were not only used to carry the loads but also, they were used as settlement reducers because the settlements and differential settlement were the keys of that issue. The piled raft system was a complex system due to different kind of interactions, that's why the advanced numerical simulation was essential. This thesis was focused on 3D analysis by commercial software of PLAXIS 3D. The purpose of that thesis was to check the validity of the embedded beam model to simulate the piles in PLAXIS 3D. At first, the thesis started with single pile behaviour under both vertical and lateral loads for nonlinear soil case, and measure the stiffness for a linear elastic case and then extended to pile groups and finally the piled raft for linear elastic cases and that compared with the analytical calculations for all cases and the volume pile model in some cases. Finally, the piled raft system of The Kingdom Tower was studied via embedded beam model for linear elastic and nonlinear cases to estimate the load sharing factor between piles and raft, and determine the settlement and differential settlement in case of applying the gravity loads.	en
heal.advisorName	Gerolymos, Nikos	en
heal.committeeMemberName	Bouckovalas, George	en
heal.committeeMemberName	Papadimitriou, Achileas	en
heal.committeeMemberName	Gerolymos, Nikos	en
heal.academicPublisher	Εθνικό Μετσόβιο Πολυτεχνείο. Σχολή Πολιτικών Μηχανικών. Τομέας Γεωτεχνικής	el
heal.academicPublisherID	ntua
heal.numberOfPages	82 σ.	el
heal.fullTextAvailability	false