地盤改良(3)

[VI-120] Case stady of SCP method as a bearing capacity countermeasure for pneumatic caisson (Part 2) ~Verification of handleability of excavated soil mixed with steel slag for ground improvement~

〇Hironori Takao¹, Syuji Goto¹, Fumiaki Otsuka², Tetsuya Yoshida², Hidekatsu Takeuchi³, Shogo Suga³ (1.Taisei Corporation, 2.Bureau of Waterworks Tokyo Metropolitan Government, 3.Fudo Tetra Corporation)

Keywords:SCP method, Pneumatic caisson , excavated soil