杭・基礎工(4)

[III-391] Analytical study about effects of change of bearing stratum depth on the design response values

〇Taisuke Sanagawa¹, Shunshuke Futamura¹, Hiroyuki Kawanakajima², Daisuke Soga², Atsumi Isogai² (1.Railway Technical Research Institute, 2.Japan Railway Construction, Transport and Technology Agency)

Keywords:Pile foundation, bearing stratum, reverification

In order to study about the effets of the change of the bearing stratum depth on the design response values, the autors chosed one bridge pier from the database shown in the previous paper and conducted the numerical analysis. In this paper, the results of the effects on the some design response values of the verification items are shown.