基礎・地中構造物の耐震

4:30 PM - 4:40 PM JST(7:30 AM - 7:40 AM UTC)

[CS10-69] Study on the effect of reducing sectional force of piles in high pressure gas facilities using groundwater level lowering method as a liquifaction countermeasure

*Hiroyuki kimata¹, Kenji Oyamada¹, Kazuhiro Nagura¹, Shigeru Takahashi¹, Takashi Ohno¹, Kazuhiro Hatayama¹, Yutaka Fujita², Kiyoshi Fukutake² (1. The High Pressure Gas Safety Institute of Japan, 2. Shimizu Corporation)

Keywords:

Groundwater level lowering method,High pressure gas facility,Pile foundation,Beam-spring- model

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