Rock slope stability analysis of a North Hungarian open-pit mine

Guzmán Rincon, Isabella

dc.contributor	Gili Ripoll, José Antonio
dc.contributor.author	Guzmán Rincon, Isabella
dc.contributor.other	Universitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental
dc.coverage.spatial	east=19.709973012005094; north=47.99163818671793; name=Nagybárkány, 3075 Hongria
dc.date.accessioned	2018-04-13T21:52:50Z
dc.date.available	2018-04-13T21:52:50Z
dc.date.issued	2017-10-17
dc.identifier.uri	http://hdl.handle.net/2117/116292
dc.description.abstract	This TFG describes the stability problems which can occur in open cast excavations. It focuses on the typical failure modes of a dolomitic quarry (North of Hungary) as characterized through field investigations. The candidate has to carry out his/her own rock slope stability assessment. The main aim of the thesis is the optimization of the slope angle within the constraints given by the mining engineers and the practice. The input parameters for the calculations should be derived from in situ and laboratory tests.
dc.language.iso	eng
dc.publisher	Universitat Politècnica de Catalunya
dc.rights	Attribution-NonCommercial 3.0 Spain
dc.rights.uri	http://creativecommons.org/licenses/by-nc/3.0/es/
dc.subject	Àrees temàtiques de la UPC::Enginyeria civil
dc.subject.lcsh	Landslides
dc.subject.lcsh	Geology
dc.subject.other	slope
dc.subject.other	stability
dc.subject.other	modelling
dc.title	Rock slope stability analysis of a North Hungarian open-pit mine
dc.type	Bachelor thesis
dc.subject.lemac	Esllavissades
dc.subject.lemac	Geologia
dc.identifier.slug	PRISMA-127798
dc.rights.access	Open Access
dc.date.updated	2017-10-25T18:02:35Z
dc.audience.educationlevel	Grau
dc.audience.mediator	Escola Tècnica Superior d'Enginyers de Camins, Canals i Ports de Barcelona
dc.audience.degree	GRAU EN ENGINYERIA CIVIL (Pla 2010)
dc.contributor.covenantee	Budapesti Műszaki és Gazdaságtudományi Egyetem