液状化と画像解析

Wed. Jul 24, 2024 8:50 AM - 10:30 AM Room 9 (Art Hotel Asahikawa Biz Room II)

座長:青山翔吾(基礎地盤コンサルタンツ)

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[24-9-1-01] Difference in inclination of structure in liquefied soil caused by contact pressure

*HIROKO SUZUKI¹, Takehiro Okumura², Hiroshi Arai³ (1. Chiba Institute of Technology, 2. Takenaka Research & Development Institute, 3. Building Research Institute)

[24-9-1-02] Influence of different numerical modeling of superstructure on seismic behavior of TNF on liquefiable ground (Part 1: Outline of analyses)

*YASUO TOMONO¹, Ali Vakilazadsarabi ¹, Kinji Takeuchi¹, Tatsunori Matsumoto² (1. Takeuchi Construction Inc., 2. Kanazawa University)

[24-9-1-03] Influence of different numerical modeling of superstructure on seismic behavior of TNF on liquefiable ground (Part 2: Results of analyses)

*Ali Vakilazadsarabi¹, Tomono Yasuo¹, Takeuchi Kinji¹, Tatsunori Matsumoto² (1. Takeuchi Construction Inc., 2. Kanazawa University)

[24-9-1-04] Experiments on Liquefaction control effects of Top-shaped concrete blocks

*Yoshitaka TOMINAGA¹, Toshiyuki Ozaki¹, Yuuma Yasukouchi¹, Fumiya Kuhara¹, Tatsuki Nakahara² (1. Kyusyu Electric Engineering Consultants Inc, 2. Kyusyu Electric Power Transmission and Distribution Co., Ltd.)

[24-9-1-05] Centrifuge model tests on the effect of liquefaction-induced sheet pile displacement on pile foundation with ground improvement

Yuki Muranaka¹, *Yasuo Sawamura Sawamura¹ (1. Kyoto University)

[24-9-1-06] Shear force characteristics of piles of pilers on ground conditions with thin liquifiable layer

*AKIRA SUZUKI¹, TATUYA DOI², JUN IZAWA², YUTO KAWASAKI¹, MAIKA KAGETA¹ (1. Integrated Geotechnology Institute Limited, 2. Railway Technical Research Institute)

[24-9-1-07] Influence of Pile Flexural Rigidity on Deformation of Sandy Soil during Horizontal Pile Loading

*MIZUKI ODAGIRI¹, Takatoshi Kiriyama¹, Yoshiharu Asaka¹, Yuka Yamato¹, Toshiyuki Iwai¹ (1. SHIMIZU CROPORATION)

[24-9-1-08] PIV analysis of behavior of ground at pile tip by vertical load test with and without expanded bottom of single pile as a variable

*KAZUTO KAMBARA¹, Shuichi Shimomura², Toshiaki Arai³, Kenta Kumada³, Yasuhiro Gunji³ (1. Graduate student, Nihon University, 2. Nihon University, 3. NISHIMATSU Construction)

[24-9-1-09] PIV analysis of behavior of ground around pile tip by vertical load test with and without expanded bottom of pile group

*KENTA KUMADA¹, Yasuhiro Gunji¹, Toshiaki Arai¹, Shuichi Shimomura², Kazuto Kambara³ (1. NISHIMATSU Construction, 2. College of Industrial Technology, Nihon University, 3. Graduate student, Nihon University)

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