杭基礎⑧

Wed. Jul 22, 2020 1:20 PM - 2:50 PM Room No. 9

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[22-9-3-01] Quarity contorol method for CMC-based slurry

*Yasuharu Wachi¹, Shinya Matsushita² (1. Tokyo Buildhing Construction Division，Obayashi Corporation, 2. Matsushita M&C Lab Co.Ltd)

[22-9-3-02] Application for quality control of hardening part of bored pile using resistivity

*Takayuki Kodama¹, Mamoru Fujii², Mituru Kodera¹, Nobuyuki Chikusa¹, Masahide Niina¹ (1. Nippon Concrete Industries Co.,Ltd, 2. Tokai University)

[22-9-3-03] A study on resistance characteristics of improved body of seismic reinforcement method for existing pile foundation

*Fujio Tsunoda¹, Osamu Hatakeyama¹, Takuya Egawa¹ (1. Civil Engineering Research Institute for Cold Region)

[22-9-3-04] Evaluation of Pile Length Considering the Change in Elastic Wave Propagation Velocity due to the Effect of Surrounding Ground (Part 1: Examples of Actual Pile Length Evaluation)

*Hiroyuki Hotta¹, Takatoshi Kiriyama¹, Katsumi Yoshinari¹, Kimura Takumi¹, Keisuke Yonemaru¹, Yuka Yamato¹ (1. Shimizu Corporation)

[22-9-3-05] Evaluation of Pile Length Considering the Change in Elastic Wave Propagation Velocity due to the Effect of Surrounding Ground (Part 2: Summary of Pile Length Evaluation Results)

*Takumi Kimura¹, Hiroyuki Hotta¹, Takatoshi Kiriyama¹, Yuka Yamato¹, Nakazawa Haruo¹, Yutaka Katsura (1. Shimizu Corporation)

[22-9-3-06] In-situ Full Scale Horizontal Load Test for Soil-cement H-shaped Pile

*Koji Watanabe¹, Tadahisa Yamamoto², Kenji Murakami², Satoshi Takizawa³ (1. Aichi Institute of Technology, 2. Obayashi Corporation, 3. East Japan Railway Company)

[22-9-3-07] Vertical Load Test for Soil-cement H-shaped Pile after Horizontal Load Test

*Tadahisa Yamamoto¹, Kenji Murakami¹, Koji Watanabe², Akihiro Wada³ (1. Obayashi Corporation, 2. Aichi Institute of Technology, 3. East Japan Railway Company)

[22-9-3-08] Study on Bond Resistance for Soilcement Mixing Wall Using Permanent Pile

*Koji Wada¹, Koji Watanabe², Tomoshi Yokoyama¹, Masami Hirata¹ (1. Obayashi Corporation, 2. Aichi Institute of Technology)

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