File Download
  Links for fulltext
     (May Require Subscription)
Supplementary

postgraduate thesis: Limit equilibrium analyses of the cut slope at chainage 23+800 Pos Selim highway Malaysia

TitleLimit equilibrium analyses of the cut slope at chainage 23+800 Pos Selim highway Malaysia
Authors
Issue Date2012
PublisherThe University of Hong Kong (Pokfulam, Hong Kong)
Citation
Lam, Y. [林裕宏]. (2012). Limit equilibrium analyses of the cut slope at chainage 23+800 Pos Selim highway Malaysia. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b4977044
AbstractThe slope instability occurred in Pos Selim since 1997. Several cut back of the slope had been carried out, however, the instability of the slope was still occurred. In 2006, the head of the slope was moved for 2m. This raises the concern on the failure mechanism of the slope. In this study, slope stability analysis with Limit Equilibrium Method (LEM) was carried out. In view of the interslice shear could play an important role to the overall slope stability, SARMA’s method was adopted in the study. In associate with the ground model develop for the slope stability analysis, analysis of raingauge record and groundwater monitoring record also included in the study.
DegreeMaster of Science
SubjectSlopes (Soil mechanics) - Malaysia.
Dept/ProgramApplied Geosciences
Persistent Identifierhttp://hdl.handle.net/10722/181854

 

DC FieldValueLanguage
dc.contributor.authorLam, Yu-wang.-
dc.contributor.author林裕宏.-
dc.date.accessioned2013-03-20T06:29:03Z-
dc.date.available2013-03-20T06:29:03Z-
dc.date.issued2012-
dc.identifier.citationLam, Y. [林裕宏]. (2012). Limit equilibrium analyses of the cut slope at chainage 23+800 Pos Selim highway Malaysia. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. Retrieved from http://dx.doi.org/10.5353/th_b4977044-
dc.identifier.urihttp://hdl.handle.net/10722/181854-
dc.description.abstractThe slope instability occurred in Pos Selim since 1997. Several cut back of the slope had been carried out, however, the instability of the slope was still occurred. In 2006, the head of the slope was moved for 2m. This raises the concern on the failure mechanism of the slope. In this study, slope stability analysis with Limit Equilibrium Method (LEM) was carried out. In view of the interslice shear could play an important role to the overall slope stability, SARMA’s method was adopted in the study. In associate with the ground model develop for the slope stability analysis, analysis of raingauge record and groundwater monitoring record also included in the study.-
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/B49770445-
dc.subject.lcshSlopes (Soil mechanics) - Malaysia.-
dc.titleLimit equilibrium analyses of the cut slope at chainage 23+800 Pos Selim highway Malaysia-
dc.typePG_Thesis-
dc.identifier.hkulb4977044-
dc.description.thesisnameMaster of Science-
dc.description.thesislevelMaster-
dc.description.thesisdisciplineApplied Geosciences-
dc.description.naturepublished_or_final_version-
dc.identifier.doi10.5353/th_b4977044-
dc.date.hkucongregation2012-

Export via OAI-PMH Interface in XML Formats


OR


Export to Other Non-XML Formats