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dc.contributor.authorButlanska, Joanna
dc.contributor.authorArroyo Alvarez de Toledo, Marcos
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental
dc.date.accessioned2020-12-02T15:00:52Z
dc.date.available2020-12-02T15:00:52Z
dc.date.issued2015-03
dc.identifier.citationButlanska, J.; Arroyo, M. Discussion of «Stresses developed around displacement piles penetration in sand» by Z. X. Yang, R. J. Jardine, B. T. Zhu, and S. Rimoy. "Journal of geotechnical and geoenvironmental engineering", Març 2015, vol. 141, núm. 3, p. 07014037:1-07014037:3.
dc.identifier.issn1090-0241
dc.identifier.urihttp://hdl.handle.net/2117/333783
dc.descriptionThis material may be downloaded for personal use only. Any other use requires prior permission of the American Society of Civil Engineers. This material may be found at https://ascelibrary.org/doi/10.1061/%28ASCE%29GT.1943-5606.0001212.
dc.description.abstractThe authors deserve praise for gathering together many different strands of evidence that clarify the mechanics of pile penetration in sand. In their review of numerical approaches to the problem, they correctly indicate, citing work by Arroyo et al. (2011), that simulations based on the discrete-element method (DEM) have offered quantitative agreement with measurements of tip resistance in calibration chambers. They go on to note that “DEM analyses of the surrounding stress field remains limited by the number of particles that can be considered.” The purpose of this discussion is to show that such limitation of DEM models is not as strong an impediment to obtaining meaningful stress fields as the authors may have feared. Butlanska et al. (2014) performed DEM analysis of a cone penetration test (CPT) in a virtual calibration chamber (VCC). Their analysis was performed at three scales, i.e., macroscale, mesoscale, and microscale. Some of the results they presented are subsequently reanalyzed and extended.
dc.language.isoeng
dc.subjectÀrees temàtiques de la UPC::Enginyeria civil::Geotècnia
dc.subject.lcshPiling (Civil engineering)
dc.subject.otherCone penetration test
dc.subject.otherStress
dc.subject.otherNormalization
dc.subject.otherMacroscale
dc.subject.otherMesoscale
dc.titleDiscussion of “Stresses developed around displacement piles penetration in sand” by Z. X. Yang, R. J. Jardine, B. T. Zhu, and S. Rimoy
dc.typeArticle
dc.subject.lemacPilonatge
dc.contributor.groupUniversitat Politècnica de Catalunya. MSR - Mecànica del Sòls i de les Roques
dc.identifier.doi10.1061/(ASCE)GT.1943-5606.0001022
dc.description.peerreviewedPeer Reviewed
dc.relation.publisherversionhttp://ascelibrary.org/doi/abs/10.1061/%28ASCE%29GT.1943-5606.0001212
dc.rights.accessOpen Access
local.identifier.drac17543403
dc.description.versionPostprint (author's final draft)
local.citation.authorButlanska, J.; Arroyo, M.
local.citation.publicationNameJournal of geotechnical and geoenvironmental engineering
local.citation.volume141
local.citation.number3
local.citation.startingPage07014037:1
local.citation.endingPage07014037:3


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