斜面 (6)

[III-342] A Prediction Method of Seismic Displacement due to Slope Surface Failure by Newmark’s Method Considering Shear Band Deformation and its Application to Slope of Volcanic Ash Soils

*Haruna Murakami¹, Satoshi Murakami², Tomomi Nishi², Shinya Omori³, Hideyuki Asada³, Kazuya Yasuhara⁴, Tadao Enomoto⁴ (1. Fukuoka University Graduate School, 2. Fukuoka University, 3. Toa Corporation, 4. Ibaraki University)

Keywords:slope stability analysis, surface failure, Newmark's method