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Topography and volume effects on travel distance of surface failure
Topography and volume effects on travel distance of surface failure
Yoichi Okura a,*, Hikaru Kitahara b,1, Akiko Kawanami c,2, Ushio Kurokawa a
aForestry and Forest Products Research Institute, P.O. Box 16, Tsukuba Norin, Ibaraki 305-8687, Japan
bShinsyu University, Nagano, Japan
cForestry Agency, Tokyo, Japan
Received 16 August 2001; accepted 7 June 2002
Abstract
The authors investigated factors affecting the travel distance of a surface failure and developed a simple model for estimating
the distance based on soil properties and topographic factor. The authors conducted field surveys and various soil tests for a
number of surface failures that occurred during torrential rain at the end of August 1998 in southern Fukushima Prefecture,
Japan. The authors studied the effects of various factors such as landslide volume, pore-water pressure, slope inclination, and
the internal friction near the slip surfaces on the travel distances. The analyses showed no clear relationship between landslide
volume and equivalent coefficient of friction, which was likely attributable to the very small range of volume compared to other
studies on catastrophic landslides. The effect of excess pore-water pressure was likely negligible because undrained conditions
were not to be maintained at the shallow flow depths. A positive correlation was shown between slope inclination and
equivalent coefficient of friction. This correlation was attributable to two factors, one was positive correlation between the
internal friction on the slip surface and slope inclination, and the other was the kinetic energy dissipation of moving mass that
occurred at the inclination changing point between a slope and a sedimentary flat surface. The authors then developed a
predictive model for critical flow inclination of landslide by installing the factors of soil properties and slope inclination factors.
The model predicted equivalent coefficient of frictions, which were very similar to the observed values, thus
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