地質・堆積地盤

[13-2-1-01] The Development of the Elasto-Plastic Finite Element Analysis based on Balance Cross Section used to Geotechnical Analysis “Part4”

*SEZAKI SHOTARO¹, Kazuki Eguchi², Akihiko Wakai², Hideki Kosaka¹, Hideki Inagaki¹ (1. Kankyo Chishitsu Co., Ltd, 2. Gunma University)

Keywords:rockslide, the elasto-plastic finite element method, the balanced cross-section