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dc.contributorGili Ripoll, José Antonio
dc.contributor.authorGuzmán Rincon, Isabella
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental
dc.coverage.spatialeast=19.709973012005094; north=47.99163818671793; name=Nagybárkány, 3075 Hongria
dc.date.accessioned2018-04-13T21:52:50Z
dc.date.available2018-04-13T21:52:50Z
dc.date.issued2017-10-17
dc.identifier.urihttp://hdl.handle.net/2117/116292
dc.description.abstractThis 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.isoeng
dc.publisherUniversitat Politècnica de Catalunya
dc.rightsAttribution-NonCommercial 3.0 Spain
dc.rights.urihttp://creativecommons.org/licenses/by-nc/3.0/es/
dc.subjectÀrees temàtiques de la UPC::Enginyeria civil
dc.subject.lcshLandslides
dc.subject.lcshGeology
dc.subject.otherslope
dc.subject.otherstability
dc.subject.othermodelling
dc.titleRock slope stability analysis of a North Hungarian open-pit mine
dc.typeBachelor thesis
dc.subject.lemacEsllavissades
dc.subject.lemacGeologia
dc.identifier.slugPRISMA-127798
dc.rights.accessOpen Access
dc.date.updated2017-10-25T18:02:35Z
dc.audience.educationlevelGrau
dc.audience.mediatorEscola Tècnica Superior d'Enginyers de Camins, Canals i Ports de Barcelona
dc.contributor.covenanteeBudapesti Műszaki és Gazdaságtudományi Egyetem


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Except where otherwise noted, content on this work is licensed under a Creative Commons license: Attribution-NonCommercial 3.0 Spain