土質安定処理・地盤改良 (4)

[III-128] Verification of the applicability of the new CPG method to sandy soils mixed with fines-Upheaval control and improvement effect of the ground including non-plasticity of the fines-

*Hiroyuki Hirata¹, Shinji Sassa², Naruki Kida³, Chikai Kaneko⁴ (1. Mirai Construction CO., LTD., 2. Port and Airport Research Institute, 3. SANSHIN CORPORATION, 4. ATON Civil Engineering&Technology,Inc.)

Keywords:static compaction, upheaval control, static cone penetration resistance value