Effect of the Contact Angle in the Failure Pattern in Slate Under Diametral Compression

dc.contributor.author	Álvarez Fernández, Martina Inmaculada
dc.contributor.author	García Fernández, Carmen Covadonga
dc.contributor.author	González Nicieza, Celestino
dc.contributor.author	Guerrero Miguel, Diego José
dc.date.accessioned	2020-06-26T07:56:53Z
dc.date.available	2020-06-26T07:56:53Z
dc.date.issued	2020
dc.identifier.citation	Rock Mechanics and Rock Engineering, 53, p. 2123–2139 (2020); doi:10.1007/s00603-020-02044-z
dc.identifier.issn	0723-2632
dc.identifier.uri	http://hdl.handle.net/10651/55149
dc.description.sponsorship	This work was supported by the project MICROROCK (PGC2018-099695-B-I00) granted by the Spanish Ministry of Science, Innovation and Universities. In addition, C.C. Garcia-Fernandez would like to acknowledge the fnancial support of the Government of the Principality of Asturias (PA-14-PF-BP14-067).
dc.format.extent	p. 2123–2139
dc.language.iso	eng
dc.relation.ispartof	Rock Mechanics and Rock Engineering
dc.rights	© Springer-Verlag GmbH Austria, part of Springer Nature 2020
dc.source	Scopus
dc.source.uri	https://www.scopus.com/inward/record.uri?eid=2-s2.0-85078282171&doi=10.1007%2fs00603-020-02044-z&partnerID=40&md5=7385442ff2b99cec6ea2a346b4e31fee
dc.title	Effect of the Contact Angle in the Failure Pattern in Slate Under Diametral Compression
dc.type	journal article
dc.identifier.doi	10.1007/s00603-020-02044-z
dc.relation.projectID	MICINN/PGC2018-099695-B-I00
dc.relation.projectID	PA-14-PF-BP14-067
dc.relation.publisherversion	http://dx.doi.org/10.1007/s00603-020-02044-z

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