透水・圧密 (1)

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[III-292] Subsidence behavior during a hydrostatic test of an LNG tank (direct foundation) under the condition of buried existing structure

*Atsushi Inaba¹, Syouji Tanaka², Tomohiro Ishikawa², Yasuto Shinoda¹, Hitoshi Tama¹, Shigehiko Sugie¹, Yohei Nakamichi¹ (1. OBAYASHI CORPORATION, 2. The Okinawa Electric Power Company, Incorporated)

Keywords:

PCLNG tank,direct foundation,Hydrostatic test,buried foundation

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