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postgraduate thesis: Fundamental shear behavior of saturated loose fills of completely decomposed rocks

TitleFundamental shear behavior of saturated loose fills of completely decomposed rocks
Authors
Issue Date2000
PublisherThe University of Hong Kong (Pokfulam, Hong Kong)
Citation
Zhai, Y. [翟陽]. (2000). Fundamental shear behavior of saturated loose fills of completely decomposed rocks. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b3040910
DegreeDoctor of Philosophy
SubjectStrains and stresses.
Shear strength of soils.
Slopes (Soil mechanics) - China - Hong Kong.
Dept/ProgramCivil Engineering

 

DC FieldValueLanguage
dc.contributor.authorZhai, Yang.-
dc.contributor.author翟陽.-
dc.date.issued2000-
dc.identifier.citationZhai, Y. [翟陽]. (2000). Fundamental shear behavior of saturated loose fills of completely decomposed rocks. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b3040910-
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/B3040910X-
dc.subject.lcshStrains and stresses.-
dc.subject.lcshShear strength of soils.-
dc.subject.lcshSlopes (Soil mechanics) - China - Hong Kong.-
dc.titleFundamental shear behavior of saturated loose fills of completely decomposed rocks-
dc.typePG_Thesis-
dc.identifier.hkulb3040910-
dc.description.thesisnameDoctor of Philosophy-
dc.description.thesislevelDoctoral-
dc.description.thesisdisciplineCivil Engineering-
dc.description.naturepublished_or_final_version-
dc.description.natureabstract-
dc.description.naturetoc-
dc.identifier.doi10.5353/th_b3040910-
dc.date.hkucongregation2000-

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