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dc.contributor.authorRamon Tarragona, Anna
dc.contributor.authorAlonso Pérez de Agreda, Eduardo
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament d'Enginyeria del Terreny, Cartogràfica i Geofísica
dc.date.accessioned2013-11-18T18:51:22Z
dc.date.created2013
dc.date.issued2013
dc.identifier.citationRamon, A.; Alonso, E. Modelling crystal growth. A: Workshop of CODE-BRIGHT Users. "5th Workshop of CODE-BRIGHT Users". Barcelona: 2013, p. 1-4.
dc.identifier.urihttp://hdl.handle.net/2117/20652
dc.description.abstractThe sustained heave of Pont de Candí Bridge is a consequence of the development of swelling strains in the sulphated claystone located below the tips of the foundation piles of the central pillan; of the bridge. The development of swelling phenomena in sulphated claystone is explained by the precipitation of gypsum crystals in fractures. A model has been formulated to describe the kinetics of precipitation and dissolution of sulphated minerals, the development of strains induced by crystallization and the solute transport. The heave of Pont de Candí Bridge has been modelled and calculations have been compared with the field measurements.
dc.format.extent4 p.
dc.language.isoeng
dc.subjectÀrees temàtiques de la UPC::Enginyeria civil::Geotècnia::Mecànica de roques
dc.subject.lcshSwelling soils
dc.subject.lcshGypsum
dc.subject.otherGypsum
dc.subject.othercrystal growth
dc.subject.otherswelling phenomena
dc.subject.otherHMQ coupled analysis
dc.titleModelling crystal growth
dc.typeConference report
dc.subject.lemacSòls argilosos
dc.contributor.groupUniversitat Politècnica de Catalunya. MSR - Mecànica del Sòls i de les Roques
dc.rights.accessRestricted access - publisher's policy
local.identifier.drac12890497
dc.description.versionPostprint (published version)
dc.date.lift10000-01-01
local.citation.authorRamon, A.; Alonso, E.
local.citation.contributorWorkshop of CODE-BRIGHT Users
local.citation.pubplaceBarcelona
local.citation.publicationName5th Workshop of CODE-BRIGHT Users
local.citation.startingPage1
local.citation.endingPage4


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