〇Akihiro Hisano1, Masaharu Takabatake1, Gaku Fujita1 (1.Electric Power Development Co., Ltd.)
Session information
第III部門
地下空洞と地下構造物
Chair:kenichiro Higuchi
〇yudai noborisaka1, Kenro Sugiura1, Sakamoto Akio1, Hata Nobuo1, Iwatsuki Eiji2, Komatsu mikio3 (1.Tobishima, 2.Aichi Institute of Technology, 3.The Association for Cavity Filling Technology)
〇Mari Sato1, Yoshinori Uno2, Ryota Ito2, Keita Yada3 (1.Academic Assembly, Shimane University, 2.OYO Corporation, Ltd., 3.Shimane University)
〇Tomomi Hirako1, Kenichi Maeda1, Shinya Kawada1, Ryosuke Sugiura1 (1.Nagoya Institute of Technology)
〇Takashi Ushida1, Takashi Nakayama1, Yasushi Arai2, Keisuke Okanoya2, Atsushi Tanaka3, Eriko Sato3 (1.Railway Technical Research Institute, 2.Tokyo Metro, 3.Metro Development)
〇Shunya Yamazaki1, Tsubasa Noda1, Masahiro Ishida1, Hirohiko Kusaka2, Masanori Nakazawa2, Hirotake Nakamura3, Munehiro Saeki4, Motohiro Mano4, Haitetsu Ro4 (1.Public Works Research Institute, 2.Nippon Expressway Research Institute Company Limited, 3.Central Nippon Expressway Company Limited, 4.Eight-Japan Engineering Consultants Inc.)
[III-456] Effect of connected length in longitudinal direction reinforcement of precast arch culvert
〇Hirohiko Kusaka1, Masanori Nakazawa1, Hirotake Nakamura2, Munehiro Saeki3, Motohiro Mano3, PEIZHE LV3, Shunya Yamazaki4, Tsubasa Noda4 (1.Nippon Expressway Research Institute, 2.Central Nippon Expressway Company, 3.Eight-Japan Engineering Consultants, 4.Public Works Reseach Institute)
〇Motohiro Mano1, Munehiro Saeki1, Haitetsu Ro1, Hirohiko Kusaka2, Masanori Nakazawa2, Hirotake Nakamura3, Syunya Yamazaki4, Tsubasa Noda4 (1.Eight-Japan Engineering Consultants Inc., 2.Nippon Expressway Research Institute Company Limited., 3.Central Nippon Expressway Company Limited , 4.Public Works Research Institute)