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postgraduate thesis: Limit equilibrium analyses of the cut slope at chainage 23+800 Pos Selim highway Malaysia
| Title | Limit equilibrium analyses of the cut slope at chainage 23+800 Pos Selim highway Malaysia |
|---|---|
| Authors | |
| Issue Date | 2012 |
| Publisher | The 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 |
| Abstract | The 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. |
| Degree | Master of Science |
| Subject | Slopes (Soil mechanics) - Malaysia. |
| Dept/Program | Applied Geosciences |
| Persistent Identifier | http://hdl.handle.net/10722/181854 |
| HKU Library Item ID | b4977044 |
| DC Field | Value | Language |
|---|---|---|
| dc.contributor.author | Lam, Yu-wang. | - |
| dc.contributor.author | 林裕宏. | - |
| dc.date.accessioned | 2013-03-20T06:29:03Z | - |
| dc.date.available | 2013-03-20T06:29:03Z | - |
| dc.date.issued | 2012 | - |
| dc.identifier.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 | - |
| dc.identifier.uri | http://hdl.handle.net/10722/181854 | - |
| dc.description.abstract | The 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.language | eng | - |
| dc.publisher | The University of Hong Kong (Pokfulam, Hong Kong) | - |
| dc.relation.ispartof | HKU Theses Online (HKUTO) | - |
| dc.rights | The author retains all proprietary rights, (such as patent rights) and the right to use in future works. | - |
| dc.rights | This work is licensed under a Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License. | - |
| dc.source.uri | http://hub.hku.hk/bib/B49770445 | - |
| dc.subject.lcsh | Slopes (Soil mechanics) - Malaysia. | - |
| dc.title | Limit equilibrium analyses of the cut slope at chainage 23+800 Pos Selim highway Malaysia | - |
| dc.type | PG_Thesis | - |
| dc.identifier.hkul | b4977044 | - |
| dc.description.thesisname | Master of Science | - |
| dc.description.thesislevel | Master | - |
| dc.description.thesisdiscipline | Applied Geosciences | - |
| dc.description.nature | published_or_final_version | - |
| dc.identifier.doi | 10.5353/th_b4977044 | - |
| dc.date.hkucongregation | 2012 | - |
| dc.identifier.mmsid | 991034163709703414 | - |