論文
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OGAWA et al. (2018) 『A Large-Scale Model Experiment on the Effect of Sheet Pile Wall on Reducing the Damage of Oil Tank Due to Liquefaction』
Author(s): Nanase OGAWA,Yukihiro ISHIHARA,Katsuhiko ONO,Masanori HAMADA
Key words: Liquefaction, Large-scale model experiment, Seepage force, Oil tank, Sheet pile wall
[1.14 MB] -
MICHINO et al. (2018) 『Development of High Performance Composite Wall “J-WALL II”』
Author(s): Masashi MICHINO,Kunihiko ONDA,Kenji KONO
Key words: Composite wall, steel sheet pile (H-type), Silent Pillar (Press-in Method), Shear strength
[1.84 MB] -
TAKEUCHI et al. (2018) 『Earthquake Behavior of Cylindrical Underground Structure and Verification of Analytical Model』
Author(s): Takamasa Takeuchi,Hideo Furuichi,Tsuyoshi Nishi
Key words: cylindrical underground structure, seismic behavior, hat-shape sheet pile dynamic analysis, Great East Japan Earthquake[1.96 MB] -
MIYANOHARA et al. (2018) 『Overview of the Self-standing and High Stiffness Tubular Pile Walls in Japan』
Author(s): Tomoko MIYANOHARA,Tatsuaki KUROSAWA,Noriyoshi HARATA,Kazuhiro KITAMURA,Naoki SUZUKI,Koji KAJINO
Key words: retaining wall, self-standing wall, steel tubular pile, high stiffness, narrow space
[0.85 MB] -
SUZUKI et al. (2018) 『Issues for the Reduction of the Embedded Length of Cantilevered Steel Tubular Retaining Wall Pressed into Stiff Ground』
Author(s): Naoki SUZUKI,Koji KAJINO
Key words: horizontal bearing capacity, stiff ground, steel tubular pile, embedded length, cantilevered retaining wall[0.57 MB] -
ISHIHAMA et al. (2018) 『Evaluation of Deformation Behavior of Self-Standing Retaining Wall Using Large Diameter Steel Pipe Piles into Hard Ground』
Author(s): Yoshiro ISHIHAMA,Kakuta FUJIWARA,Jiro TAKEMURA,V. KUNASEGARAM
Key words: Steel pipe pile, Retaining wall, Soft rock, Frame model analysis, Centrifuge
[0.71 MB] -
KUNASEGARAM et al. (2018) 『Stability of Self-Standing High Stiffness-Steel Pipe Sheet Pile Walls Embedded in Soft Rocks』
Author(s): Vijayakanthan KUNASEGARAM,Jiro TAKEMURA,Yoshiro ISHIHAMA,Yukihiro ISHIHARA
Key words: Self-standing walls, Soft rock, Stability, Centrifuge model, Steel pipe piles
[1.14 MB] -
KUNASEGARAM et al. (2018) 『Behavior of a Large Diameter Piles Subjected to Moment and Lateral Loads』
Author(s): Vijayakanthan KUNASEGARAM,Wei Hsuan HSIAO,Sakae SEKI,Jiro TAKEMURA
Key words: Large diameter piles, Embedment depth, Soft rock, Dense sand, Centrifuge model, Cyclic lateral loads
[1.49 MB] -
SUZUKI et al. (2018) 『Study on the Horizontal Bearing Performance of Steel Tubular Piles Installed by the Gyropress Method and the Press-in Method Assisted with Water Jetting』
Author(s): Naoki SUZUKI,Yasumasa KIMURA
Key words: Horizontal subgrade reaction, Rotary press-in, Water jet system, Horizontal loading tests, Steel tubular pile[0.76 MB] -
NAKAGAWA et al. (2018) 『Evaluation of Bearing Capacity of a Small-Diameter Spiral Pile Subjected to Combined Load Using Model Tests』
Author(s): Shuhei NAKAGAWA,Ryo YAMAUCHI,Koichi ISOBE,Koichi TOMISAWA
Key words: spiral pile, bearing capacity, combined loading, loading test, FEM
[0.72 MB]
