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postgraduate thesis: A unified elasto-plastic model for saturated loosely compacted completely decomposed granite

TitleA unified elasto-plastic model for saturated loosely compacted completely decomposed granite
Authors
Advisors
Advisor(s):Tham, LG
Issue Date2008
PublisherThe University of Hong Kong (Pokfulam, Hong Kong)
Citation
To, C. [杜昭彥]. (2008). A unified elasto-plastic model for saturated loosely compacted completely decomposed granite. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b4020355
DegreeMaster of Philosophy
SubjectGranite - Mechanical properties.
Granite - Mathematical models.
Shear strength of soils.
Dept/ProgramCivil Engineering

 

DC FieldValueLanguage
dc.contributor.advisorTham, LG-
dc.contributor.authorTo, Chiu-yin.-
dc.contributor.author杜昭彥.-
dc.date.issued2008-
dc.identifier.citationTo, C. [杜昭彥]. (2008). A unified elasto-plastic model for saturated loosely compacted completely decomposed granite. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b4020355-
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/B40203554-
dc.subject.lcshGranite - Mechanical properties.-
dc.subject.lcshGranite - Mathematical models.-
dc.subject.lcshShear strength of soils.-
dc.titleA unified elasto-plastic model for saturated loosely compacted completely decomposed granite-
dc.typePG_Thesis-
dc.identifier.hkulb4020355-
dc.description.thesisnameMaster of Philosophy-
dc.description.thesislevelMaster-
dc.description.thesisdisciplineCivil Engineering-
dc.description.naturepublished_or_final_version-
dc.identifier.doi10.5353/th_b4020355-
dc.date.hkucongregation2008-

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