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dc.contributor.authorFuentes, Raúl
dc.contributor.authorPinyol Puigmartí, Núria Mercè
dc.contributor.authorAlonso Pérez de Agreda, Eduardo
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental
dc.date.accessioned2017-03-21T16:11:33Z
dc.date.available2019-01-01T01:30:33Z
dc.date.issued2016-12
dc.identifier.citationFuentes, R., Pinyol, N.M., Alonso, E. Effect of temperature induced excess porewater pressures on the shaft bearing capacity of geothermal piles. "Geomechanics for energy and the environment", Desembre 2016, vol. 8, p. 30-37.
dc.identifier.issn2352-3808
dc.identifier.urihttp://hdl.handle.net/2117/102754
dc.description.abstractChanges in temperature in clays of low permeability typically induce excess porewater pressures. In the context of geothermal piles this effect has typically been overlooked since most installations have occurred in soils with higher values of permeability. A parametric study is presented that solves the governing differential equations one dimensionally in a pile to study the influence of the various parameters: temperature of the fluid, permeability and soil compressibility. A new shaft resistance reduction ratio has been also defined to illustrate the loss of bearing capacity. The study shows that when the value of permeability is 1E-11 m/s or lower, combined with a soil compressibility in excess of 20,000 MPa, the developed excess porewater pressures can potentially reduce the effective stress locally to very low values. The solution applied to the case of the Lambeth College, London, also provides a plausible explanation to the observed loss of shaft friction of the tested pile.
dc.format.extent8 p.
dc.language.isoeng
dc.publisherElsevier
dc.rightsAttribution-NonCommercial-NoDerivs 3.0 Spain
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/3.0/es/
dc.subjectÀrees temàtiques de la UPC::Enginyeria civil::Geotècnia::Mecànica de sòls
dc.subject.lcshGeothermal engineering
dc.subject.otherPiles
dc.subject.otherGeothermal
dc.subject.otherBearing capacity
dc.titleEffect of temperature induced excess porewater pressures on the shaft bearing capacity of geothermal piles
dc.typeArticle
dc.subject.lemacEnginyeria geotèrmica
dc.contributor.groupUniversitat Politècnica de Catalunya. MSR - Mecànica del Sòls i de les Roques
dc.identifier.doi10.1016/j.gete.2016.10.003
dc.description.peerreviewedPeer Reviewed
dc.relation.publisherversionhttp://www.sciencedirect.com/science/article/pii/S2352380816300831
dc.rights.accessOpen Access
drac.iddocument19737424
dc.description.versionPostprint (author's final draft)
upcommons.citation.authorFuentes, R., Pinyol, N.M., Alonso, E.
upcommons.citation.publishedtrue
upcommons.citation.publicationNameGeomechanics for energy and the environment
upcommons.citation.volume8
upcommons.citation.startingPage30
upcommons.citation.endingPage37


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