鋼管杭基礎の終局限界状態の向上に関する研究

概要

論文の詳細を見る
Steel pipe piles have been widely used for foundation because of the superior properties in bearing capacity, ductility and easy operation at site. However, since the ultimate resistance for horizontal force is used to be limited by buckling of pile and to be estimated in a small values, it is required to prevent buckling and to use the steel pile up to its ultimate strength. Paper reports the results of loading tests of group pile foundation models in large scale, adapting concrete packing in pile top, and the successful effect of this method.
八戸工業大学の論文
1997-02-28