杭_水平③，他

Wed. Jul 20, 2022 2:45 PM - 4:15 PM 第6会場 (中会議室302B（3階）)

座長：越山悠介（戸田建設）

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[20-6-4-01] Settlement Behavior of RC Pile Foundation Damaged by Cyclic Lateral Loading

*INARI YUTARO^1,2, TAKAHASHI AKIHIRO², GOTO GENTA³, NISHITANI TOMOAKI⁴ (1. East Nippon Expressway Company Limited , 2. Tokyo Institute of Technology, 3. Nippon Expressway Research Institute Company Limited, 4. West Nippon Expressway Company Limited )

[20-6-4-02] Relationship between reduction of sectional force of Existing Piles and subgrade reaction orce in Sheet Pile reinforcement method

*SAGAWA TAKATOSHI¹, NISHIOKA Hidetoshi¹ (1. CHUO University)

[20-6-4-03] Dynamic Centrifuge Model Test on Earthquake-proof Vertical Cutoff Wall Acting Eccentric Earth Pressure

*Daiki Morita¹, Koji Watanabe², Daisuke Ueno¹, Masaaki Hasegawa¹ (1. Seiko Tone Co.Ltd., 2. Aichi Institute of Technology)

[20-6-4-04] In-situ Construction and Impermeable Performance of
Earthquake-proof Vertical Cutoff Wall

*Daisuke Ueno¹, Masaaki Hasegawa¹, Koji Watanabe² (1. SeikoTone Co. Ltd., 2. Aichi Institute of Technology)

[20-6-4-05] Analytical study on the effect of pile core misalignment of pile foundation piers in railways

*SHUNSUKE FUTAMURA¹, MASAYUKI KODA², TAISUKE SANAGAWA² (1. JR Kyushu consultants company, 2. Railway Technical Research Institute)

[20-6-4-06] Study on horizontal resistance of piles installed near self-standing temporary retaining

*HINO ATSUSHI¹, Taisuke Sanagawa², Takayoshi Nishimura³ (1. JRSE, 2. RTRI, 3. JRSE)

[20-6-4-07] Assessment of the impact of the presence of ground excavation holes associated with the removal of existing piles on the surrounding ground

*Jiahao Shi¹, Koki Nakao¹, Shiya Inazumi¹, Shuichi Kuwahara² (1. Shibaura Institute of Technology, 2. Marushin)

Session information

杭_水平③，他

[20-6-4-01] Settlement Behavior of RC Pile Foundation Damaged by Cyclic Lateral Loading

[20-6-4-02] Relationship between reduction of sectional force of Existing Piles and subgrade reaction orce in Sheet Pile reinforcement method

[20-6-4-03] Dynamic Centrifuge Model Test on Earthquake-proof Vertical Cutoff Wall Acting Eccentric Earth Pressure

[20-6-4-04] In-situ Construction and Impermeable Performance of
Earthquake-proof Vertical Cutoff Wall

[20-6-4-05] Analytical study on the effect of pile core misalignment of pile foundation piers in railways

[20-6-4-06] Study on horizontal resistance of piles installed near self-standing temporary retaining

[20-6-4-07] Assessment of the impact of the presence of ground excavation holes associated with the removal of existing piles on the surrounding ground

Authentication

Session information

杭_水平③，他

[20-6-4-01] Settlement Behavior of RC Pile Foundation Damaged by Cyclic Lateral Loading

[20-6-4-02] Relationship between reduction of sectional force of Existing Piles and subgrade reaction orce in Sheet Pile reinforcement method

[20-6-4-03] Dynamic Centrifuge Model Test on Earthquake-proof Vertical Cutoff Wall Acting Eccentric Earth Pressure

[20-6-4-04] In-situ Construction and Impermeable Performance of Earthquake-proof Vertical Cutoff Wall

[20-6-4-05] Analytical study on the effect of pile core misalignment of pile foundation piers in railways

[20-6-4-06] Study on horizontal resistance of piles installed near self-standing temporary retaining

[20-6-4-07] Assessment of the impact of the presence of ground excavation holes associated with the removal of existing piles on the surrounding ground

Authentication

[20-6-4-04] In-situ Construction and Impermeable Performance of
Earthquake-proof Vertical Cutoff Wall