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postgraduate thesis: Initial shear and confining stress effects on cyclic behaviour and liquefaction resistance of sands

TitleInitial shear and confining stress effects on cyclic behaviour and liquefaction resistance of sands
Authors
Advisors
Advisor(s):Yang, J
Issue Date2010
PublisherThe University of Hong Kong (Pokfulam, Hong Kong)
Citation
Sze, H. [施漢裕]. (2010). Initial shear and confining stress effects on cyclic behaviour and liquefaction resistance of sands. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b4570083
DegreeDoctor of Philosophy
SubjectSoil-structure interaction.
Soil liquefaction.
Dept/ProgramCivil Engineering

 

DC FieldValueLanguage
dc.contributor.advisorYang, J-
dc.contributor.authorSze, Hon-yue.-
dc.contributor.author施漢裕.-
dc.date.issued2010-
dc.identifier.citationSze, H. [施漢裕]. (2010). Initial shear and confining stress effects on cyclic behaviour and liquefaction resistance of sands. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b4570083-
dc.languageeng-
dc.publisherThe University of Hong Kong (Pokfulam, Hong Kong)-
dc.relation.ispartofHKU Theses Online (HKUTO)-
dc.rightsThe author retains all proprietary rights, (such as patent rights) and the right to use in future works.-
dc.rightsCreative Commons: Attribution 3.0 Hong Kong License-
dc.source.urihttp://hub.hku.hk/bib/B45700837-
dc.subject.lcshSoil-structure interaction.-
dc.subject.lcshSoil liquefaction.-
dc.titleInitial shear and confining stress effects on cyclic behaviour and liquefaction resistance of sands-
dc.typePG_Thesis-
dc.identifier.hkulb4570083-
dc.description.thesisnameDoctor of Philosophy-
dc.description.thesislevelDoctoral-
dc.description.thesisdisciplineCivil Engineering-
dc.description.naturepublished_or_final_version-
dc.identifier.doi10.5353/th_b4570083-
dc.date.hkucongregation2011-

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