General geotechnical design for retaining wall and cracks prevention, a reappraisal for BS 8110, based on Prof. Kotsovos's theory of CFP (Compressive-force path)

Tat, Thang Nguyen

dc.contributor.advisor	Γεωργιάννου, Βασιλική	el
dc.contributor.author	Tat, Thang Nguyen	el
dc.date.accessioned	2011-08-31T09:07:16Z
dc.date.available	2011-08-31T09:07:16Z
dc.date.copyright	2011-07-22	-
dc.date.issued	2011-08-31
dc.date.submitted	2011-07-22	-
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/4937
dc.identifier.uri	http://dx.doi.org/10.26240/heal.ntua.1336
dc.description	66 p.	en
dc.description.abstract	The thesis is generally design and of diaphragm retaining wall that goes through several layers of soil by PLAXIS and ReWaRD. After the geotechnical design, the wall structure is designed by current method of design (base on BS 8110) then the transverse reinforcement was re-designed based on the CFP Method of Prof.Kotsovos.	el
dc.description.statementofresponsibility	Thang Nguyen Tat	el
dc.language.iso	en	en
dc.rights	ETDFree-policy.xml	en
dc.subject	Retaining wall	el
dc.subject	Diaphragm wall	el
dc.subject	CFP method	el
dc.subject	PLAXIS, ReWard	el
dc.subject	Reappraisal of BS 8110	el
dc.title	General geotechnical design for retaining wall and cracks prevention, a reappraisal for BS 8110, based on Prof. Kotsovos's theory of CFP (Compressive-force path)	en
dc.type	masterThesis	el (en)
dc.date.accepted	2011-07-20	-
dc.date.modified	2011-07-22	-
dc.contributor.committeemember	Γεωργιάννου, Βασιλική	el
dc.contributor.committeemember	Κωτσοβός, Μιχαήλ	el
dc.contributor.department	Εθνικό Μετσόβιο Πολυτεχνείο. Σχολή Πολιτικών Μηχανικών	el
dc.date.recordmanipulation.recordcreated	2011-08-31	-
dc.date.recordmanipulation.recordmodified	2011-08-31	-