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dc.contributor.authorPuig Damians, Ivan
dc.contributor.authorBathurst, Richard
dc.contributor.authorJosa Garcia-Tornel, Alejandro
dc.contributor.authorLloret Morancho, Antonio
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament d'Enginyeria del Terreny, Cartogràfica i Geofísica
dc.date.accessioned2014-07-14T11:19:14Z
dc.date.created2014-02-20
dc.date.issued2014-02-20
dc.identifier.citationDamians, I.P. [et al.]. Numerical analysis of an instrumented steel reinforced soil wall. "International journal of geomechanics", 20 Febrer 2014, p. 04014037-1-04014037-15.
dc.identifier.issn1532-3641
dc.identifier.urihttp://hdl.handle.net/2117/23496
dc.description.abstractThe paper describes the results and lessons learned using a PLAXIS finite element method (FEM) model to simulate quantitative performance features of the Minnow Creek steel strip reinforced soil wall structure located in the USA. The Minnow Creek Wall structure was constructed and instrumented in 1999. It is a unique case study because of the comprehensive measurements that were taken to record a wide range of wall performance features. Two different constitutive models for the soil were used (linear-elastic Mohr-Coulomb and Hardening Soil model with Mohr-Coulomb failure criterion) and numerical outcomes compared with physical measurements. The numerical results were shown to be sensitive to boundary conditions assumed at the toe of the wall. The generally encouraging agreement between physical and numerically predicted results gives confidence that commercial FEM software packages can be useful for the analysis and design of these types of structures provided that care is taken in the selection of input parameters.
dc.language.isoeng
dc.subjectÀrees temàtiques de la UPC::Enginyeria civil::Geotècnia::Mecànica de sòls
dc.subject.lcshSoil mechanics -- Mathematical models
dc.subject.otherSoil retaining walls
dc.subject.otherSteel reinforcement
dc.subject.otherFinite element method
dc.subject.otherPLAXIS
dc.titleNumerical analysis of an instrumented steel reinforced soil wall
dc.typeArticle
dc.subject.lemacMecànica dels sòls -- Mètodes numèrics
dc.contributor.groupUniversitat Politècnica de Catalunya. MECMAT - Mecànica de Materials
dc.contributor.groupUniversitat Politècnica de Catalunya. MSR - Mecànica del Sòls i de les Roques
dc.identifier.doi10.1061/(ASCE)GM.1943-5622.0000394
dc.description.peerreviewedPeer Reviewed
dc.relation.publisherversionhttp://ascelibrary.org/doi/abs/10.1061/(ASCE)GM.1943-5622.0000394
dc.rights.accessRestricted access - publisher's policy
drac.iddocument12888789
dc.description.versionPostprint (published version)
dc.date.lift10000-01-01
upcommons.citation.authorDamians, I.P.; Bathurst, R.J.; Josa, A.; Lloret, A.
upcommons.citation.publishedtrue
upcommons.citation.publicationNameInternational journal of geomechanics
upcommons.citation.startingPage04014037-1
upcommons.citation.endingPage04014037-15


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