Estimation of landslide debris runout distance by stabilized finite element method considering failure condition of earth mass

Author:

YOSHIMATSU Hiroyuki1,WAKAI Akihiko2,MARUI Hideaki3,KANNO Takami KANNO1

Affiliation:

1. Kawasaki Geological Engineering Co., Ltd

2. Graduate School of Engineering, Gunma University

3. Research Institute for Natural Hazards and Disaster Recovery, Niigata University

Publisher

Japan Landslide Society

Reference9 articles.

1. 7) J.Corominas (1996) : The angle of reach as a mobility index for small and large landslides. Can. Geotech, Jour. Vol.33, pp.260-271.

2. 13) R. G. Denlinger (2007) : Simulation of potential runout and deposition of the Ferqgueson Rockslide, Merced River Canyon, California. U. S. G. S. Open file Report 2007-1275, pp.1-23.

3. 15) K. Sassa, O. Nagai, R. Solidum, Y. Yamazaki and H. Ohta (2010) : An integrated model simulation the initiation and motion of earthquake and rain induced rapid landslides andits application to the 2006 Leyte landslide, Landslides, Vol.7, No.3, pp.215-236.

4. 16) O. Hunger, N. Morgenstern and H. N. Wong (2007) : Review of benchmarking exercise on landslide debris runout andmobility modeling, The 2007 International Forum on Landslide Disaster Management, Vol.2, pp.755-812.

5. 18) T. Tanaka, (2003) : Development of highly accurate interpolation methods for mesh-free simulation (Ⅲ), Analysis of accuracy and stability, Inter. Jour. Numer. Methods in Fluids, Vol.41, pp.675-694.

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