Large-area damage prediction system based on finite element method for risk assessment of seismic slope failure in mountains area

Author:

WAKAI Akihiko,TANAKA Norihiro,ABE Shinro,YOSHIMATSU Hiroyuki,YAMABE Kousei,WATANABE Taisuke

Publisher

Japan Landslide Society

Reference22 articles.

1. Topographic effects on earthquake motion that trigger landslides

2. Two- and three-dimensional dynamic finite element analyses of the Long Valley Dam

3. Hardin, B. O. and Drnevich, V. P. (1972) : Shear modulus and damping in soils : Design equations and curves, Proc. ASCE, No. SM7, Vol. 98, pp. 667-692.

4. STANDARDIZATION OF SESIMIC RESISTANCE DESIGN PROCEDURES AND UNIFIED VISUALIZATION OF STRUCTURE RESPONSE FOR IMPROVEMENT OF ENGINEERING ABILITY

5. Iai, S., Ichii, K., Sato, Y. and Kuwajima, R. (1999) : Earthquake response analysis of a high embankment on an existing hill slope, 2nd International Conference on Earthquake Geo-technical Engineering, pp. 697-702, Lisboa, Portugal.

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