橋梁の耐震(2)

[I-365] Analytical study on the behavior of ground subjected to fault displacement focusing on the effect of internal friction angle

〇Hisashi Taniyama¹, Yusuke Taki¹, Atsushi Hino² (1.Saitama University, 2.JR Soken Engineering)

Keywords:Distinct element method, Fault displacement, Internal friction angle