論文

  • Y. Ishihama (2021) et al.『Stress changes in adjacent soils of tapered piles during installation into sand』

    Author(s): Y. Ishihama, S.Taenaka, Y. Sugimura, N. Ise
    [4.42 MB]
  • Author(s): S. Moriyasu, M. Ikeda, M. Matsumoto, S. Kobayashi, S. Shimoto

    Author(s): S. Moriyasu, M. Ikeda, M. Matsumoto, S. Kobayashi, S. Shimoto
    [5.20 MB]
  • A. Mohri (2021) et al.『Influence of horizontal loading height on subgrade reaction behavior acting on a pile』

    Author(s): A. Mohri, Y. Kikuchi, S. Noda, K. Sakimoto, Y. Sakoda, M. Okada, S. Moriyasu, S. Oikawa
    [4.75 MB]
  • Kurokawa (2022) et al. 『A study on analysis of horizontal resistance of screw coupled foundation with vertical and battered piles in cohesionless soil』

    Author(s): T. Kurokawa, Y. Tani, M. Nagata, A. Jugdernamjil, N. Yasufuku
    [5.87 MB]
  • A. Dobrisan (2021) et al.『Experimental evaluation of the lateral capacity of large jacked-in piles and comparison to existing design standards』

    Author(s): A. Dobrisan, S.K. Haigh, Y. Ishihara
    [3.71 MB]
  • A. Jugdernamjil (2021) et al.『Experimental observation on the ultimate lateral capacity of vertical-batter screw pile under monotonic loading in cohesionless soil』

    Author(s): A.Jugdernamjil, N.Yasufyku, Y. Tani, T. Kurokawa, M. Nagata
    [4.26 MB]
  • N. Ohnishi (2021) et al.『Eperimental study on the pile group effect in the horizontal resistance of spiral piles』

    Author(s): N. Ohnish, H. Nishioka
    [3.70 MB]
  • W.T. Guo (2021) et al.『Behaviour of three types of model pile foundation under vertical and horizontal loading』

    Author(s): W.T. Guo, Y. Honda, X. Xiong, T. Matsumoto, Y. Ishihara
    [4.73 MB]
  • M.J. Brown (2021) et al.『Predicting the capacity of push and rotate piles using offshore design techniques and CPT tests』

    ): M.J.Brown, Y. Ishihara
    [6.00 MB]
  • K. Toda (2021) et al.『An investigation into vertical capacity of steel sheet piles installed by the Standard Press-in method』

    Author(s): K. Toda, Y. Ishihara
    [3.66 MB]
 








 
 
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