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dc.contributor.authorCicero González, Sergio es_ES
dc.contributor.authorGarcía Pemán, Tiberio es_ES
dc.contributor.authorCastro Gonzalez, Jorge es_ES
dc.contributor.authorMadrazo Acebes, Virginia es_ES
dc.contributor.authorAndrés Álvarez, David es_ES
dc.contributor.otherUniversidad de Cantabriaes_ES
dc.date.accessioned2016-11-03T11:20:12Z
dc.date.available2016-11-03T11:20:12Z
dc.date.issued2014-05-22es_ES
dc.identifier.issn0013-7952es_ES
dc.identifier.issn1872-6917es_ES
dc.identifier.otherMAT2010-15721es_ES
dc.identifier.urihttp://hdl.handle.net/10902/9447
dc.description.abstractThis paper presents the analysis of the notch effect on granite and limestone fracture specimens. The research is based on the results obtained in an experimental programme composed of 84 fracture specimens, combining the two materials and 7 different notch radii varying from 0.15 mm up to 10 mm. The notch effect is analysed through the evolution of the apparent fracture toughness and the application of the Theory of the Critical Distances. The results reveal a significant notch effect in the limestone, whereas the notch effect in the granite is negligible for the range of notch radii analysed. Both observations are justified by the corresponding critical distance of the material.es_ES
dc.format.extent9 p.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.sourceEngineering Geology 177 (2014), 1–9es_ES
dc.titleAnalysis of notch effect on the fracture behaviour of granite and limestone: An approach from the Theory of Critical Distanceses_ES
dc.typeinfo:eu-repo/semantics/articlees_ES
dc.relation.publisherVersionhttp://dx.doi.org/10.1016/j.enggeo.2014.05.004es_ES
dc.identifier.DOI10.1016/j.enggeo.2014.05.004es_ES
dc.type.versionacceptedVersiones_ES


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