Actes du colloque - Volume 3 - page 412

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Proceedings of the 18
th
International Conference on Soil Mechanics and Geotechnical Engineering, Paris 2013
In general, the June 2008 landslide debris was found to be
more mobile when compared with the previous historical
natural terrain landslides in Hong Kong (Figure 6). About
20% of the June 2008 landslides have runout distances over
100 m, as compared with about 10% in past landslides that are
observed from old aerial photographs.
Detailed studies on selected CDFs revealed that some of
the CDFs with long runout generally involved debris with
high water content, e.g. the failure near Yu Tung Road
(Figure 5). After detaching from the source of failure, the
debris mixes with a large amount of water along the drainage
line, and results in higher debris mobility. LI revealed that a
number of circumstances may lead to such ‘watery debris’,
such as:
(a) debris flows along a major drainage line with a large
catchment and a long flow path;
(b) debris flows occurring during heavy rain; and
(c) debris flows along a main drainage line into which many
tributaries of drainage lines are feeding.
To facilitate the modeling of debris mobility under such
circumstances for natural terrain hazard studies, systematic
back analyses were carried out on some selected long runout
CDFs that occurred in June 2008 using a 2-D dynamic
modelling algorithm, known as ‘debris mobility modeller’
(2d-DMM) program, as well as 3d-DMM in some cases, to
refine the modeling parameters. Improved guidance on debris
mobility modeling was promulgated by the GEO (2011).
9. CONCLUSIONS
The landslide investigations have brought insights into the
causes, mechanisms and characteristics of landslides. The
investigations enhance the understanding of the behaviour of
man-made slopes and natural hillside under severe rainstorm
and the findings have helped to advance geotechnical
engineering practices, and improve standards and design
guidelines for enhancing the robustness of slope upgrading
and landslide mitigation works.
ACKNOWLEDGEMENTS
This paper is published with the permission of the Head of the
Geotechnical Engineering Office and the Director of Civil
Engineering and Development, Government of the Hong
Kong Special Administrative Region.
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