Regional landslide susceptibility following the Mid NIIGATA prefecture earthquake in 2004 with NEWMARK’S sliding block analysis

Author:

Shinoda Masahiro,Miyata Yoshihisa

Funder

the Japan Society for the Promotion of Science (JSPS) Grants-in-Aid for Scientific Research (KAKENHI)

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology

Reference34 articles.

1. Abe S, Komatsu J, Takahashi A, Moriya H, Ogita S, Yoshimatsu H (2006) Seismic intensity and geomorphological/geological feature of landslides due to earthquakes in the area of tertiary strata in Japan. Journal of the Japanese Landslide Society 43(3):27–34 (in Japanese)

2. Arias A (1970) A measure of earthquake intensity. In: Hansen RJ (ed) Seismic design for nuclear power plants. MIT Press, Cambridge, pp 438–489

3. Bray JD, Travasarou T (2007) Simplified procedure for estimating earthquake-induced deviatoric slope displacements. J Geotech Geoenviron 133(4):381–392

4. Chigira M, Yagi H (2006) Geological and geomorphological characteristics of landslides triggered by the 2004 mid Niigata prefecture earthquake in Japan. Eng Geol 82(4):202–221

5. Chung CF, Fabbri AG (2003) Validation of spatial prediction models for landslide hazard mapping. Nat Hazards 30(3):451–472

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