[III-146] The effectiveness of soil nailing method using pressure grout injection on full-scale embankment

〇Yukito Ishigaki¹, Kazuki Yokoyama¹, Daisuke kubozuka¹, Noboru Mikami¹, Tomoyasu Sugiyama² (1.NITTOC CONSTRUCTION, 2.KYOTO University)

[III-147] The influence of screw blade specifications on pull-out capacity of soil nailing.

〇Kazuki Yokoyama¹, Yukito Ishigaki¹, Daisuke Kubozuka¹, Noboru Mikami¹ (1. NITTOC Co.,Ltd)

[III-148] Practical Use of GFRP Rods to Soil Nailing.

〇Kazuya Kiriyama¹, Akihiko Naganuma¹, Hirohisa Muto¹, Nobuyuki Nishio², Kouji Kato³ (1.Yahagi Construction Co., Ltd., 2.Techno Support Co., Ltd., 3.Otsutekko Co., Ltd.)

[III-149] An Experimental Study on the Effect of Reinforcement Laying Area on the Dynamic Behavior of Reinforced Earth

〇Jotaro Ito¹, Yuusuke Miyazaki¹, Yasuo Sawamura¹, Makoto Kimura¹ (1.Kyoto University)

[III-150] Seismic behavior in dynamic centrifugal model test using steel strip reinforced earth wall.

〇Noboru Sato¹, Naoki Shimura¹, Kojiro Takao¹ (1.Hirose Hokyodo & CO.,LTD.)

[III-151] Centrifuge test on vertical earth pressure of rigid segmental wall with reinforcer induced by pull-out displacement

〇Yusuke Miyazaki¹, Jotaro Ito¹ (1.Kyoto University)

[III-152] Effect of ground material on pull-out resistance characteristics of reinforcement and visualization of ground deformation behavior

〇Ryutaro Tamura¹, Ryunosuke Kido¹, Yasuo Sawamura¹, Kimura Makoto¹ (1.Kyoto University Graduate school)

[III-153] Development of reinforced earth wall method using rightweight precast concrete panel and soil cement

〇Noboru Nakatani¹, Akie Mimura¹, Kazunari Suzuki² (1.Dai Nippon Construction, 2.Mitsui Chemicals Industrial Products)

[III-154] Tensile force acting reinforcing bars in back-to-back Multi-Anchored Reinforcement Soil Walls due to dynamic centrifuge test

〇Taketo Hayashi¹, Takeharu Konami¹, Kinya Miura², Karin Daikoku² (1.Okasanlivic, 2.Toyohashi University of Technology)

[III-155] Seismic retrofitting method for stone wall using new geotextile

〇Takuto Kawamoto¹, Koji Morita¹, Benjamin Lewis¹, Yuki Kasuya¹, Naoki Okabuchi¹, Syunsuke Nishimura¹ (1.Obayashi)

Session information

補強土(1)