Presentation Information
[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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