論文

  • 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]
  • PURNAMA et al. (2018) 『Effects of Grain Size and Density as Pre Bored Pile Filler Material on Bending Moment Due to Lateral Loading』

    Author(s): Adhitya Yoga PURNAMA,Noriyuki YASUFUKU,Ahmad RIFA’I
     

    Keywords: Pile foundation, Elastic-plastic behavior, Cyclic lateral loading, Pre-bored hole, Bending moment

    [0.73 MB]
 






 
 
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