改良土・軽量土（条件）

[22-4-3-04] Efforts to eliminate the difference in strength due to drainage distance of cement-stabilized soil cured under overburden pressure

*TETSUO FUJIMOTO¹, Jio Kobashi¹, Hiroki Ono¹, Shion Magome¹, Motoyuki Suzuki² (1. Osaka Institute of Technology, 2. Yamaguchi University)

Keywords:cement soil stabilization, overburden pressure, needle penetration test