耐震 (1)

[V-72] Experimental study on the vertical load bearing capacity of piled piles with bending damage

*Satoru Saitou¹, Ikue Suda¹, Yosuke Ishihara¹, Hiroaki Kinomura², Sho Mathumura², Akihiko Oshikawa² (1. Metropolitan Expressway Company, 2. Eight-Japan Engineering Consultants Inc.)

Keywords:earthquake resistance, existing pile foundation, cast-in-place stake, vertical bearing capacity