地盤の応力と変形 (2)

[III-09] Effect of the shape and the strength of the shallow ground improvement to the bearing capacity of clayey ground

*Yoshiaki Kikuchi¹, Taiki Adachi², shun'nosuke Nakano¹, Takayuki Hirao³, Makoto Takemoto³, Kanto Douzai³ (1. Tokyo University of Science, 2. Graduate School of Tkyo University of Science, 3. Chuden Engineering Consultants)

Keywords:Shallow foundation, Bearing capacity, Clay