Changes in strength and deformability of porous building stones after wáter saturation

Por favor, use este identificador para citar o enlazar este ítem: http://hdl.handle.net/10045/104347
Registro completo de metadatos
Registro completo de metadatos
Campo DCValorIdioma
dc.contributorIngeniería del Terreno y sus Estructuras (InTerEs)es_ES
dc.contributor.authorRabat, Álvaro-
dc.contributor.authorTomás, Roberto-
dc.contributor.authorCano, Miguel-
dc.contributor.otherUniversidad de Alicante. Departamento de Ingeniería Civiles_ES
dc.date.accessioned2020-03-23T11:15:39Z-
dc.date.available2020-03-23T11:15:39Z-
dc.date.issued2019-
dc.identifier.citationRabat, Álvaro; Tomás, Roberto; Cano, Miguel. “Changes in strength and deformability of porous building stones after wáter saturation”. In: CMMoST 2019: 5th International Conference on Mechanical Models in Structural Engineering, Polytechnic School of Alicante, 23rd – 25th October 2019. San Vicente (Alicante): Editorial Club Universitario, 2019. ISBN 978-84-17924-58-4, pp. 127-136es_ES
dc.identifier.isbn978-84-17924-58-4-
dc.identifier.isbn978-84-17924-22-5-
dc.identifier.urihttp://hdl.handle.net/10045/104347-
dc.description.abstractRock materials are used in structural element of emblematic buildings, retaining systems, bridge piers, harbours or as replacement material of architectural monuments. These constructions are commonly in moist environments or in direct contact with water, but standard tests usually determine rock mechanical properties under dry conditions. Furthermore, it is well known that moisture is a key factor in the strength of rocks. The aim of this research was to evaluate the effect of water saturation on strength and deformability of three calcarenite stones from the province of Alicante (Spain). For this purpose, mechanical properties of calcarenites under dry and saturated conditions were measured. The results showed significant reductions of compressive strength and Young´s modulus due to wáter saturation, so it indicates that it is necessary to consider the saturation effect when these stones are exposed to water during its lifetime as well as to incorporate it into the calculation models.es_ES
dc.description.sponsorshipThis work was supported by the Vicerrectorado de Investigación y Transferencia del Conocimiento of the University of Alicante through Predoctoral grant FPUUA53-2018 and the projects UAUSTI18-21 and UAEEBB2018-09.es_ES
dc.languageenges_ES
dc.publisherEditorial Club Universitarioes_ES
dc.rights© Los autoreses_ES
dc.subjectPorous building stoneses_ES
dc.subjectMechanical propertieses_ES
dc.subjectWater saturationes_ES
dc.subjectUniaxial compressive strengthes_ES
dc.subject.otherIngeniería del Terrenoes_ES
dc.titleChanges in strength and deformability of porous building stones after wáter saturationes_ES
dc.typeinfo:eu-repo/semantics/conferenceObjectes_ES
dc.peerreviewedsies_ES
dc.rights.accessRightsinfo:eu-repo/semantics/openAccesses_ES
Aparece en las colecciones:CMMoST 2019 - Libro de Actas
INV - INTERES - Comunicaciones a Congresos, Conferencias, etc.

Archivos en este ítem:
Archivos en este ítem:
Archivo Descripción TamañoFormato 
ThumbnailRabat_etal_CMMoST-2019.pdf1,73 MBAdobe PDFAbrir Vista previa


Todos los documentos en RUA están protegidos por derechos de autor. Algunos derechos reservados.