Mostrar el registro sencillo

dc.contributor.authorJusto Urrutia, Jon 
dc.contributor.authorMiranda Manzanares, Marina 
dc.contributor.authorCastro Gonzalez, Jorge 
dc.contributor.otherUniversidad de Cantabriaes_ES
dc.date.accessioned2024-02-29T17:47:33Z
dc.date.available2024-02-29T17:47:33Z
dc.date.issued2023-12
dc.identifier.issn2363-8427
dc.identifier.issn2363-8419
dc.identifier.otherPID2020-116138GB-I00es_ES
dc.identifier.urihttps://hdl.handle.net/10902/32008
dc.description.abstractCorrelations between material parameters are useful because they provide a first estimation of unknown parameters. Here, the correlation between the tensile strength and the mode I fracture toughness of rocks is studied. Some researchers have proposed empirical correlations based on a certain amount of empirical data and a fitting process. On the other hand, a few researchers have considered that the proportionality coefficient could be related to a rock property with units of length. Here, a linear relationship without an intercept at the origin between the tensile strength and the mode I fracture toughness of rocks is theoretically confirmed using the theory of critical distances (TCD). A comprehensive experimental database is presented and comparisons with this data from the literature (including tests at different temperatures) confirm the linear relationship and values of the critical distance of several millimeters (e.g., 3?15 mm). However, the scatter is large because there are different sources of uncertainty in the correlation, such as the testing method. Finally, the physical meaning of the critical distance is explored and its linear correlation with the grain size using the experimental databasees_ES
dc.format.extent9 p.es_ES
dc.language.isoenges_ES
dc.publisherSpringeres_ES
dc.rightsThe version of record of this article, first published in Geomechanics and Geophysics for Geo-Energy and Geo-Resources, is available online at Publisher's website: http://dx.doi.org/10.1007/s40948-023-00694-1es_ES
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/*
dc.sourceGeomechanics and Geophysics for Geo-Energy and Geo-Resources, 2023, 9(1), 153es_ES
dc.subject.otherFracture toughnesses_ES
dc.subject.otherTensile strengthes_ES
dc.subject.otherCritical distancees_ES
dc.subject.otherThe theory of critical distanceses_ES
dc.subject.otherGrain sizees_ES
dc.titleA relationship between tensile strength and mode I fracture toughness of rocks using the critical distancees_ES
dc.typeinfo:eu-repo/semantics/articlees_ES
dc.relation.publisherVersionhttps://doi.org/10.1007/s40948-023-00694-1es_ES
dc.rights.accessRightsopenAccesses_ES
dc.identifier.DOI10.1007/s40948-023-00694-1
dc.type.versionpublishedVersiones_ES


Ficheros en el ítem

Thumbnail

Este ítem aparece en la(s) siguiente(s) colección(ones)

Mostrar el registro sencillo

The version of record of this article, first published in Geomechanics and Geophysics for Geo-Energy and Geo-Resources, is available online at Publisher's website: http://dx.doi.org/10.1007/s40948-023-00694-1Excepto si se señala otra cosa, la licencia del ítem se describe como The version of record of this article, first published in Geomechanics and Geophysics for Geo-Energy and Geo-Resources, is available online at Publisher's website: http://dx.doi.org/10.1007/s40948-023-00694-1