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dc.contributor.authorMesa Lavista, Milena
dc.contributor.authorLamas Fernández, Francisco J. 
dc.date.accessioned2021-10-29T07:12:03Z
dc.date.available2021-10-29T07:12:03Z
dc.date.issued2021-08-22
dc.identifier.citationMilena Mesa-Lavista... [et al.]. Safety-factor dataset for high embankments determined with different analytical methods, Data in Brief, Volume 38, 2021, 107315, ISSN 2352-3409, [https://doi.org/10.1016/j.dib.2021.107315]es_ES
dc.identifier.urihttp://hdl.handle.net/10481/71164
dc.descriptionThe Road department of Instituto Superior Politécnico JoséAntonio Echeverría and Universidad Central Marta Abreu de las Villas supported this investigation.es_ES
dc.description.abstractSlope-stability analysis is one of the parameters in the de- sign of road embankments that the designer must consider in order to ensure stable and safe construction. The technical standards recommend slopes to heights of 12 m, depending on the soil types and the topography. In the present work, the limit equilibrium methods (Fellenius, Bishop, Janbu, Morgensten-Price) and the finite element method are used to determine the safety factor of road embankments for differ- ent slopes flanking the road. Five embankment heights were simulated: 6 m, 12 m, 18 m, 24 m, and 30 m. The dataset compiled can be used for modeling embankments.es_ES
dc.language.isoenges_ES
dc.publisherElsevieres_ES
dc.rightsAtribución-NoComercial-SinDerivadas 3.0 España*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/3.0/es/*
dc.subjectSafety factores_ES
dc.subjectHigh embankmentes_ES
dc.subjectLimit equilibrium methodes_ES
dc.subjectFinite element method es_ES
dc.titleSafety-factor dataset for high embankments determined with different analytical methodses_ES
dc.typeinfo:eu-repo/semantics/articlees_ES
dc.rights.accessRightsinfo:eu-repo/semantics/openAccesses_ES
dc.identifier.doi10.1016/j.dib.2021.107315
dc.type.hasVersioninfo:eu-repo/semantics/publishedVersiones_ES


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