計算力学・データサイエンス (2)

[CS5-13] Numerical simulation of slope failure induced by seismic force using a constitutive law and MPM capable of representing sediment flow

*Ryoichi Kimura¹, Soma Hidano¹, Riichi Sugai¹, shaoyuan pan¹, Shuji Moriguchi¹, Kenjiro Terada¹ (1. TOHOKU University)

Keywords:MPM, Transition between solid and fluid, Landslide, Actual terrain model, Sediment flow, Elasto-plasticity