[VI-831] Crossing construction under the railroad track by Tokaido Line Okazaki station~Construction report of HEP&JES Tunnelling Method~

〇Yuto Ishiwata¹, Rikiya Saito¹ (1.Central Japan Railway Company)

[VI-832] Development and application of plastic grouting material for tunnel lining considering influence on environment

〇Masaki Tanaka¹, Kazumasa Katsumi², Shuichi Taya², Yoshiaki Uegaki¹, Kenji Akiyoshi¹ (1.Obayashi Corporation, 2.Central Japan Railway Company)

[VI-833] A study of railway track influence by reinforcing bars under railway tracks

〇Akihiro Wada¹, Satoshi Takisawa¹, Yuusuke Yamashita¹ (1.East Japan Railway Company)

[VI-834] Construction verification test of seismic reinforcement method by embankment platform of masonry

〇Kenji Minato¹, Yuriko Uchida², shouta nomoto², Tsutomu Taketani², Shigetsugu Takeda¹, Akihisa Masuda³ (1.TEKKEN, 2.JR-EAST, 3.J-TEC)

[VI-835] Pull-out test of bar-shaped reinforcement used for masonry train platform seismic retrofitting method

〇Yuriko Uchida¹, Shota Nomoto¹, Tsutomu Taketani¹, Kenji Minato ² (1.Research and Development Center of JR East Group, 2.TEKKEN CORPORATION)

[VI-836] A platform reconstructed from EPS

〇Go Katasho¹, Noriaki Takahashi² (1.Japan Railway Company, 2.Daiichi Kensetsu Corporation)

[VI-837] Construction results of large-scale underpinning method just below the station square intersection

〇Tomoya Fujiwara¹, Naoki Iwashita¹, Akitaka Yamamoto¹, Masaki Kagiwada², Yuya Takizawa² (1.KAJIMA CORPORATION, 2.Transportation Bureau, City of Yokohama)

[VI-838] Planning and performance of continuous underpassing work for railway viaductPlan and actual results of pillar connection replacement

〇Shinya Yamamoto¹, Makoto Tanaka¹, Katsuya Kobayashi¹ (1.KAJIMA Corporation)

[VI-839] Development and performance tests on the system reducing lateral displacement of pillars without any manual adjustment

〇Hiroyuki Ito¹, Makoto Tanaka¹, Hirohisa Hayakawa¹, Shinichi Yamanobe¹ (1.Kajima Corporation)

[VI-840] Planning and result of instaling the system reducing lateral displacement on continuous underpassing work for railway viaduct

〇Shuma Matsubayashi¹, Hiroyuki Ito¹, Makoto Tanaka¹, Shinya Yamamoto¹, Hirohisa Hayakawa¹ (1.KAJIMA CORPORATION)

Session information

鉄道(4)