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. / published_or_final_version / Applied Geosciences / Master / Master of Science
| Identifer | oai:union.ndltd.org:HKU/oai:hub.hku.hk:10722/181854 |
| Date | January 2012 |
| Creators | Lam, Yu-wang., 林裕宏. |
| Publisher | The University of Hong Kong (Pokfulam, Hong Kong) |
| Source Sets | Hong Kong University Theses |
| Language | English |
| Detected Language | English |
| Type | PG_Thesis |
| Source | http://hub.hku.hk/bib/B49770445 |
| Rights | The author retains all proprietary rights, (such as patent rights) and the right to use in future works., Creative Commons: Attribution 3.0 Hong Kong License |
| Relation | HKU Theses Online (HKUTO) |
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