地下構造物 (3)

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[VI-325] CONNECTION OF A SHAFT AND A SHIELD TUNNEL BY THE GROUND FREEZEING METHOD IN DEEP UNDERGROUND AND HIGH WATER PRESSURE

*Kazuyoshi Nomura¹, Hiroyuki Shirai¹, Hiroshi Kodera¹, Kyouji Abe² (1. TEPCO Power Grid, Incorporated, 2. HAZAMA ANDO CORPORATION)

Keywords:

ground freezing method,connection,deep underground,high water pressure,high fluidity concrete

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