[OS-27] Slope, embankment, dams and landfills 4

[OS-27-04] Pseudo-static Stability Analysis of a Laterally Confined Dip Slope Investigated by Dynamic Centrifugal Models

*Pongsakorn Wongchana¹, Thirapong Pipatpongsa², Cheowchan Leelasukseree³, Yosuke Higo¹ (1. Kyoto University, 2. National Yang Ming Chiao Tung University, 3. ChiangMai University)

キーワード：pseudo-static, dip slope, lateral confinement