杭_鉛直①

Thu. Jul 21, 2022 9:00 AM - 10:30 AM 第6会場 (中会議室302B（3階）)

座長：桐山貴俊（清水建設（株）技術研究所）

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[21-6-1-01] Determining Method of the First-Limit-Resistance (Creep) in Static Axial Compressive Load Test of Single Piles

*NISHIOKA HIDETOSHI¹, Koji Watanabe², Syuichi Kamei³, Akihito Nakazato⁴, Yoshiaki Kikuchi⁵ (1. Chuo University, 2. Aichi Institute of Technology, 3. Jibanshikenjo, 4. System Measure, 5. Tokyo University of Science)

[21-6-1-02] Discrete element simulation for influence of bearing layer thicknesses on soil deformation behaviors during penetration of open-ended pile

*KIDO RYUNOSUKE¹, Natsumi Nishimiya¹, Makoto Kimura¹ (1. Kyoto University)

[21-6-1-03] Study on effect of pile bottom shape on vertical bearing capacity of adjacent cast-in-place concrete pile –Part1 Consideration of single pile

*KUMADA KENTA¹, Yasuhiro Gunji¹, Toshiaki Arai¹, Shuichi Shimomura², Kengo Ojima³ (1. NISHIMATSU Construction, 2. Nihon University, 3. Graduate student, Nihon University)

[21-6-1-04] Study on effect of pile bottom shape on vertical bearing capacity of adjacent cast-in-place concrete pile –Part2 Consideration of pile group-

*OJIMA KENGO¹, Shuichi Shimomura², Toshiaki Arai³, Yasuhiro Gunji³, Kenta Kumada³ (1. Graduate student, Nihon University, 2. Nihon University, 3. NISHIMATSU Construction)

[21-6-1-05] Analysis of subsoil behavior during static and dynamic steel penetration by Material Point Method.

*KAMAMORI GENGO¹, Higo Yosuke², Takegawa Yudai³, Miyoshi Toshiyasu⁴ (1. Kyoto University, 2. Kyoto University, 3. Kyoto University, 4. Penta-Ocean Construction Co.,Ltd.)

[21-6-1-06] Estimation of load-displacement relation of a pile using Unloading Point Connection method invoking Case method (Part 1: Interpretation method)

*ATSUSHI NAKAYAMA¹, Shihchun Lin¹, Shuichi Kamei¹, Tatsunori Matsumoto² (1. Jibanshikenjo Co., Ltd., 2. Kanazawa University)

[21-6-1-07] Estimation of load-displacement relation of a pile using Unloading Point Connection method invoking Case method (Part 2: Comparison of analytical result and SLT result)

*Shihchun Lin¹, Atsushi Nakayama¹, Shuichi Kamei¹, Tatsunori Matsumoto² (1. Jibanshikenjo Co., Ltd., 2. Kanazawa University)

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