ソイルセメント、杭②

Thu. Jul 25, 2024 8:50 AM - 10:30 AM Room 10 (Asahikawa Toyo Hotel Tancho West)

座長:岩井創(大成建設)

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[25-10-1-01] Horizontal Model Load Test of Soil Cement Composite Piles

*MASANORI SHIRAKO¹, Shohei KOGA¹, Tetsuro NAITO¹, Koji WATANABE², Yoshitaka KAWADA² (1. OBAYASHI CORPORATION, 2. AICHI INSTITUTE OF TECHNOLOGY)

[25-10-1-02] Horizontal Model Load Test of Soil Cement Composite Piles (Part 2: One Direction Load Test)

*NAITO TETSURO¹, Shohei Koga¹, Masanori Shirako¹, Koji Watanabe², Yoshitaka Kawada² (1. Obayashi Corporation, 2. Aichi Institute of Technology)

[25-10-1-03] Static centrifuge tests for lateral resistance of projecting pile group (Part 1: Test outline and pile group efficiency)

*Ichiro DOI¹, Taisuke Sanagawa¹, Takeshi Yamamoto¹, Shuji Tamura², Ryuga Nohara² (1. Railway Technical Research Institute, 2. Tokyo Institute of Technology)

[25-10-1-04] Static centrifuge tests for lateral resistance of projecting pile group (Part 2: Change of stress distribution by projection and pile group effect)

*TAISUKE SANAGAWA¹, Ichiro Doi¹, Takeshi Yamamoto¹, Shuji Tamura², Ryuga Nohara² (1. Railway Technical research Institute, 2. Tokyo Institute of Technology)

[25-10-1-05] Effect of Eccentricity of Core Material of Soil Mixing Wall on Vertival Bearing Capacity

*YUTO NOMURA¹, Akinori Aoyama¹, Shuichi Shimomura¹, Ryo kiritani² (1. Nihon University, 2. Konoike Construction)

[25-10-1-06] Influence of Eccentricity of Bearing Section on Bearing Strength of soil Cement

*AKINORI AOYAMA¹, Yuto Nomura¹, Shuichi Shimomura¹, Ryo Kiritani² (1. Nihon University, 2. Konoike Construction)

[25-10-1-07] Study on Bearing Capacity Change and Failure Condition of Tip-Rooted Piles due to Soil Compaction

*ASUKA TAKAHASHI¹, Naoaki Suemasa¹, Tadashi Maejima², Yoshiaki Tsukada² (1. Tokyo City University, 2. Asahikasei Construction Materials Corporation)

[25-10-1-08] Estimation of ultimate bearing capacity of ground-log composite ground

*Atsunori NUMATA¹, Takumi Murata², Shuuhei Sasaki³, Atsushi Kawasaki⁴ (1. Soilwood, 2. Tobishima Corporation, 3. Sumitomo Forestry Co., Ltd., 4. Misawa Homes Co., Ltd.)

[25-10-1-09] A study on seismic reinforcement of pile foundations in volcanic ash ground
- Rational liquefaction measures for existing road bridge pile foundations -

*TAKUYA EGAWA¹, Hirochika Hayashi¹, Koichi Isobe² (1. Civil Engineering Research Institute for Cold Region, 2. Hokkaido University)

Session information