Numerical studies on slope stability in torrential rainfall by using two-phase flow analysis
Author:
Affiliation:
1. Department of engineering, Nagasaki University
2. Graduate School of engineering, Nagasaki University
3. Geoscience Research Laboratory
Publisher
The Japanese Geotechnical Society
Subject
General Computer Science
Link
https://www.jstage.jst.go.jp/article/jgssp/2/27/2_JPN-105/_pdf
Reference9 articles.
1. 1) Yoshichika Nishida, Norio Yagi, Mikio Futaki:Pore Pressure Caused by Rain Water Permeation and Stability of Earth Slope, Proceedings of Japan Society of Civil Engineers, No.262, pp.91-100, 1997.(in Japanese)
2. 2) Norio Yagi, Ryuichi Yatabe, Koji Yamamoto:Slop Failure due to Seepage of Rain Water, Proceedings of Japan Society of Civil Engineers, No.330, pp.107-114, 1983. (in Japanese)
3. 3) Ryuichi Yatabe, Meiketsu Enoki, Norio Yagi:Comparative Consideration on Slope Stability Analysis during Seepage of Rainfall, Landslides-Journal of Japan Landslide Society, Vol.22, No.4, pp.1-7, 1986. (in Japanese)
4. 4) Fei Sai, Keizo Ugai, Wenfeng Huang:Slope stability analysis: Comparisons between limit equilibrium methods and elastoplastic finite element method, Landslides-Journal of the Japan Landslides Society, Vol.39, No4, pp.9-16, 2003. (in Japanese)
5. 5) Fei Sai:Fundamental theories of FEM for landslide analysis, Journal of the Japan Landslides Society, Vol.40, No.5, 2004. (in Japanese)
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