File Download
Supplementary
-
Citations:
- Appears in Collections:
postgraduate thesis: Deformation processes operating in the toe buttress of the Pos Selim landslide
Title | Deformation processes operating in the toe buttress of the Pos Selim landslide |
---|---|
Authors | |
Issue Date | 2019 |
Publisher | The University of Hong Kong (Pokfulam, Hong Kong) |
Citation | Lee, W. S. [李穎嫦]. (2019). Deformation processes operating in the toe buttress of the Pos Selim landslide. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. |
Abstract |
A study of longitudinal topographic profiles in 2003, 2005 and 2010 has been
carried out to provide measurements of surface dips of the Pos Selim landslide in
Malaysia. The objective of the study is to explore the deformation processes operating
within the toe buttress of the landslide, and estimate the basal rupture surface using
the new dip data.
Data has been obtained from previous studies and by constructing 2D
displacement vectors manually at berm edges where longitudinal topographic sections
in 2003, 2005 and 2010 are superimposed. Landslide basal rupture surfaces were
constructed by the writer along longitudinal sections by Cruden’s method (Cruden
1986), using values derived from the new displacement vectors. Automation of
Cruden’s procedures by the writer (with assistance) allows quick construction of
multiple loci and provides direct inputs to simulate the 3D geometry of the landslide.
The data is presented here in the form of 2D dip data, 2D loci and 3D model of the
entire landslide basal rupture surface in ArcGIS.
Horizontal shear strain between 2005 and 2010 is calculated by the writer, based
on the angular change in features demarcated in shaded relief models produced by Dr
Andy Hansen. The pattern suggests indentation of a relatively unyielding Northern
Spur into surrounding displaced mass.
The data has been interpreted in order to understand the modes of sliding,
contribution of landslide slip on geological faults and deformation mechanism within
the toe buttress.
It is concluded that the lower band of rapid change in dip is not controlled by
Fault C but is mainly governed by topography. Change in longitudinal dip across
faults is produced by oblique slip of the hanging wall relative to the footwall. Faults B
and C do not make a significant contribution to articulation of the compound
landslide.
A four-zone model for the central part of the landslide has been hypothesized in
which the toe buttress comprises two parts: a translational zone and a transitional
zone, in addition to the main body and the head graben. Articulation takes place
between the downwards movement of the main body and the upwards movement of
the translational zone, which is delineated by a lower band of rapidly-changing dip.
Distributed shear occurs on an assemblage of slip polygons and slip fans, which may
be modelled as a compatible mechanism. Geological features e.g. foliation and joints,
accompanied by rock fracturing, are possibly exploited for a kinematically admissible
mechanism to form.
|
Degree | Master of Science |
Subject | Landslides - Malaysia |
Dept/Program | Applied Geosciences |
Persistent Identifier | http://hdl.handle.net/10722/284435 |
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Lee, Wing Sheung | - |
dc.contributor.author | 李穎嫦 | - |
dc.date.accessioned | 2020-08-06T01:48:47Z | - |
dc.date.available | 2020-08-06T01:48:47Z | - |
dc.date.issued | 2019 | - |
dc.identifier.citation | Lee, W. S. [李穎嫦]. (2019). Deformation processes operating in the toe buttress of the Pos Selim landslide. (Thesis). University of Hong Kong, Pokfulam, Hong Kong SAR. | - |
dc.identifier.uri | http://hdl.handle.net/10722/284435 | - |
dc.description.abstract | A study of longitudinal topographic profiles in 2003, 2005 and 2010 has been carried out to provide measurements of surface dips of the Pos Selim landslide in Malaysia. The objective of the study is to explore the deformation processes operating within the toe buttress of the landslide, and estimate the basal rupture surface using the new dip data. Data has been obtained from previous studies and by constructing 2D displacement vectors manually at berm edges where longitudinal topographic sections in 2003, 2005 and 2010 are superimposed. Landslide basal rupture surfaces were constructed by the writer along longitudinal sections by Cruden’s method (Cruden 1986), using values derived from the new displacement vectors. Automation of Cruden’s procedures by the writer (with assistance) allows quick construction of multiple loci and provides direct inputs to simulate the 3D geometry of the landslide. The data is presented here in the form of 2D dip data, 2D loci and 3D model of the entire landslide basal rupture surface in ArcGIS. Horizontal shear strain between 2005 and 2010 is calculated by the writer, based on the angular change in features demarcated in shaded relief models produced by Dr Andy Hansen. The pattern suggests indentation of a relatively unyielding Northern Spur into surrounding displaced mass. The data has been interpreted in order to understand the modes of sliding, contribution of landslide slip on geological faults and deformation mechanism within the toe buttress. It is concluded that the lower band of rapid change in dip is not controlled by Fault C but is mainly governed by topography. Change in longitudinal dip across faults is produced by oblique slip of the hanging wall relative to the footwall. Faults B and C do not make a significant contribution to articulation of the compound landslide. A four-zone model for the central part of the landslide has been hypothesized in which the toe buttress comprises two parts: a translational zone and a transitional zone, in addition to the main body and the head graben. Articulation takes place between the downwards movement of the main body and the upwards movement of the translational zone, which is delineated by a lower band of rapidly-changing dip. Distributed shear occurs on an assemblage of slip polygons and slip fans, which may be modelled as a compatible mechanism. Geological features e.g. foliation and joints, accompanied by rock fracturing, are possibly exploited for a kinematically admissible mechanism to form. | - |
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.subject.lcsh | Landslides - Malaysia | - |
dc.title | Deformation processes operating in the toe buttress of the Pos Selim landslide | - |
dc.type | PG_Thesis | - |
dc.description.thesisname | Master of Science | - |
dc.description.thesislevel | Master | - |
dc.description.thesisdiscipline | Applied Geosciences | - |
dc.description.nature | published_or_final_version | - |
dc.date.hkucongregation | 2019 | - |
dc.identifier.mmsid | 991044255798403414 | - |