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dc.contributor.authorD'Onza, Francesca
dc.contributor.authorWheeler, S. J.
dc.contributor.authorGallipoli, Domenico
dc.contributor.authorHofmann, M.
dc.contributor.authorLloret Cabot, Marti
dc.contributor.authorLloret Morancho, Antonio
dc.contributor.authorMancuso, C.
dc.contributor.authorPereira, J.M.
dc.contributor.authorRomero Morales, Enrique Edgar
dc.contributor.authorToll, D. G.
dc.contributor.authorVassallo, R.
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental
dc.date.accessioned2016-05-04T12:51:48Z
dc.date.available2017-09-28T00:30:24Z
dc.date.issued2015-09
dc.identifier.citationD'Onza, F., Wheeler, S.J., Gallipoli, D., Hofmann, M., Lloret, M., Lloret, A., Mancuso, C., Pereira, J.M., Romero, E., Toll, D.G., Vassallo, R. Benchmarking selection of parameter values for the Barcelona basic model. "Engineering geology", Setembre 2015, vol. 196, p. 99-118.
dc.identifier.issn0013-7952
dc.identifier.urihttp://hdl.handle.net/2117/86568
dc.description.abstractSeven teams took part in a benchmarldng exercise on selection of parameter values for the Barcelona Basic Model (BBM) from experimental data on an unsaturated soil. All teams were provided with experimental results from 9 tests performed on a compacted soil in order to determine values for the ten BBM soil constants and an initial value for the hardening parameter. The coordinating team then performed simulations (at stress point level) with the 7 different sets of parameter values, in order to explore the implications of the differences in parameter values and hence to investigate the robustness of existing BBM parameter value selection procedures. The major challenge was found to be selection of values for the constants lambda(0), r, beta, N(0) and p(c) and an initial value for the hardening parameter (p) over bar (0)(0), with the various teams proposing significantly different values for some of these key parameters. A key lesson emerging from the exercise is the importance of choosing a method for selecting values for the parameters beta and p(c) which places the main emphasis on attempting to optimise the match to the experimental spacing of normal compression lines at different values of suction. (C) 2015 Elsevier B.V. All rights reserved.
dc.format.extent20 p.
dc.language.isoeng
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/3.0/es/
dc.subjectÀrees temàtiques de la UPC::Desenvolupament humà i sostenible::Enginyeria ambiental::Tractament dels sòls
dc.subjectÀrees temàtiques de la UPC::Enginyeria civil::Geotècnia::Mecànica de sòls
dc.subject.lcshRenewable energy sources
dc.subject.lcshSoil mechanics
dc.subject.otherUnsaturated soils
dc.subject.otherConstitutive modelling
dc.subject.otherCalibration
dc.subject.otherBarcelona Basic Model
dc.subject.otherBenchmark
dc.subject.otherunsaturated soils
dc.titleBenchmarking selection of parameter values for the Barcelona basic model
dc.typeArticle
dc.subject.lemacEnergies renovables
dc.subject.lemacMecànica dels sòls
dc.contributor.groupUniversitat Politècnica de Catalunya. MSR - Mecànica del Sòls i de les Roques
dc.identifier.doi10.1016/j.enggeo.2015.06.022
dc.description.peerreviewedPeer Reviewed
dc.relation.publisherversionhttp://www.sciencedirect.com/science/article/pii/S0013795215300089
dc.rights.accessOpen Access
local.identifier.drac16978967
dc.description.versionPostprint (author's final draft)
local.citation.authorD'Onza, F.; Wheeler, S.J.; Gallipoli, D.; Hofmann, M.; Lloret, M.; Lloret, A.; Mancuso, C.; Pereira, J.M.; Romero, E.; Toll, D.G.; Vassallo, R.
local.citation.publicationNameEngineering geology
local.citation.volume196
local.citation.startingPage99
local.citation.endingPage118


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