Método para analizar la seguridad de túneles de poco techo en suelos y roca

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dc.contributor.authorSilvio Rojas
dc.coverage.spatialBolivia
dc.date.accessioned2026-03-22T16:57:43Z
dc.date.available2026-03-22T16:57:43Z
dc.date.issued2007
dc.description.abstractThis article presents a methodology to analyze circular tunnels of thin roof intended for soils or rock beds. The study is directed to assess in advance the safety of the excavation by means of a safety factor FS. The analysis is based on the method of the dowels, passive thrust forces and the definition of the safety factor according to the Mohr-Coulomb's resistance law.
dc.identifier.urihttps://andeanlibrary.org/handle/123456789/61344
dc.language.isoes
dc.sourceUniversidad de Los Andes
dc.subjectExcavation
dc.subjectGeotechnical engineering
dc.subjectRoof
dc.subjectGeology
dc.subjectSafety factor
dc.subjectMining engineering
dc.subjectThrust
dc.subjectEngineering
dc.subjectHumanities
dc.titleMétodo para analizar la seguridad de túneles de poco techo en suelos y roca
dc.typearticle

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