Session Details

シールドトンネル (2)

Thu. Sep 5, 2024 11:10 AM - 12:30 PM JST
Thu. Sep 5, 2024 2:10 AM - 3:30 AM UTC
B104(川内北キャンパス講義棟B棟)
Chair: Kousuke Nomoto

[VI-277]The record of chemical grouting method as a risk countermeasure for deep shield lounching

*Koji Nagasaki1, Yoshida Wataru1, Nakamura Kimihiko2, Takebayashi Daisuke3 (1. RAITO KOGYO CO.,LTD., 2. Central Japan Railway Company, 3. Nishimatsu Construction Co., Ltd.)

[VI-278]The record of chemical grouting method as a risk countermeasure for deep shield launching

*Ikuo OE1, Tsubasa Inoue2, Ryota Mori3, Wataru Yoshida4 (1. Nishimatsu Construction Co.,LTD, 2. PENTA-OCEAN CONSTRUCTION CO., LTD., 3. Central Japan Railway Company, 4. RAITO KOGYO CO., LTD.)

[VI-279]Water inflow protection at the large section shield arrive

*Hiroki Akaike1, Abe Koji1, Asano Takahiro1, Yuuki Nagasawa1 (1. Nishimatsu Construction)

[VI-280]Construction Report on shield launching without backside ground

*Hiroki Ebata1, Shinya Kotaki1 (1. Shimizu Corporation)

[VI-281]Construction Report on the Removal of the Launch Shaft Using Ground Freezing Method

*Aruto Masumoto1, Hiroshi Sugama2, hirofumi Matsubayashi1, Yuta Sioya3 (1. Shimizu-Takenaka Civil Engineering Special Construction Joint Venture, 2. Ministry of Land, Infrastructure, Transport and Tourism, Tokyo Outer Ring Road Office, 3. CHEMICAL GROUTING Co., Ltd)

[VI-282]Example of consideration for shield arrival and re-launch construction in intermediate shaft

*Takahiro Shiraishi1, Tomohiro Takahashi1, Masaya Wada1, Yuugo Kamiya1 (1. TODA CORPORATION)

[VI-283]Shaft passage method using the bulkhead of a shield machine

*Takeshi Ota1, Ken Hidaka1, Rikito Iizumo2, Kazunori Ani2 (1. TAISEI CORPORATION, 2. TEPCO Power Grid, Inc.)