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dc.contributor.authorYuan, Shengyang
dc.contributor.authorLiu, Xianfeng
dc.contributor.authorRomero Morales, Enrique Edgar
dc.contributor.authorBuzzi, Olivier
dc.contributor.authorDelage, Pierre
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental
dc.date.accessioned2021-02-16T18:05:21Z
dc.date.available2021-09-28T00:28:25Z
dc.date.issued2020-09
dc.identifier.citationYuan, S. [et al.]. Discussion on the separation of macropores and micropores in a compacted expansive clay. "Géotechnique letters", Setembre 2020, vol. 10, núm. 3, p. 454-460.
dc.identifier.issn2045-2543
dc.identifier.urihttp://hdl.handle.net/2117/339855
dc.description.abstractThe behaviour of clayey soils is strongly correlated to their microstructure and evolution thereof. Microstructural investigations have contributed to understanding soil behaviour and have supported the development of multi-scale coupled models. One of the most accessible methods to characterise soil microstructure is mercury intrusion porosimetry, which provides a pore-size distribution (PSD) ranging from few nanometers to several hundreds of micrometers. PSDs can be used to compute micro and macro strains or simply to estimate, in aggregate microstructures, the void ratios associated with macropores and micropores. However, in both cases, a boundary has to be set to separate the different pore populations. This paper discusses some criteria that have been proposed in the literature to separate the pore populations. The discussion is illustrated with extensive micro structural data obtained for Maryland clay. The paper highlights the effect of initial conditions and boundary conditions on the delimiting diameter given by some of the criteria. It is also shown that using different criteria will yield different values of delimiting pore size, with a risk of obtaining unrealistic estimates of micro and macro void ratios and strains. Finally, it is suggested to account for known soil behaviour to interpret microstructural data.
dc.format.extent7 p.
dc.language.isoeng
dc.publisherInstitution of Civil Engineers (ICE)
dc.subjectÀrees temàtiques de la UPC::Enginyeria civil::Geotècnia::Mecànica de sòls
dc.subject.lcshSwelling soils
dc.subject.otherexpansive soils fabric/structure of soils laboratory tests
dc.subject.otherExpansive soils
dc.subject.otherSwelling
dc.subject.otherMicrostructure
dc.subject.otherMIP
dc.subject.otherSEM
dc.subject.otherMicropores
dc.subject.otherMacropores
dc.titleDiscussion on the separation of macropores and micropores in a compacted expansive clay
dc.typeArticle
dc.subject.lemacSòls argilosos
dc.contributor.groupUniversitat Politècnica de Catalunya. MSR - Mecànica del Sòls i de les Roques
dc.identifier.doi10.1680/jgele.20.00056
dc.description.peerreviewedPeer Reviewed
dc.relation.publisherversionhttps://www.icevirtuallibrary.com/doi/10.1680/jgele.20.00056
dc.rights.accessOpen Access
local.identifier.drac30575214
dc.description.versionPostprint (author's final draft)
local.citation.authorYuan, S.; Liu, X.; Romero, E.; Buzzi, O.; Delage, P.
local.citation.publicationNameGéotechnique letters
local.citation.volume10
local.citation.number3
local.citation.startingPage454
local.citation.endingPage460


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