杭・基礎工(2)

[III-272] COMPARISON BETWEEN 1G AND CENTRIFUGE MODEL OF LATERALLY LOADED LARGE-DIAMETER STEEL TUBULAR PILES SOCKETED IN SOFT ROCK

〇Shafi S M¹、Jiro Takemura²、Vijay Kunasegaram³ (1.Tokyo Institute of Technology、2.Tokyo Institute of Technology、3.South Eastern University of Sri Lanka)

キーワード：Steel Tubular pile, Soft-rock, One-way cyclic loading, Physical modeling