土質安定処理・地盤改良 (4)

[III-129] Verification of the applicability of the new CPG method to sandy soils mixed with fines -Upheaval control and improvement effect of the ground including plasticity of the fines-

*Tetsuya Iwaki¹, Shinji Sassa², Kanji Takenouchi³, Hidenori Saitou⁴ (1. FUKKEN CO., LTD., 2. Port and Airport Research Institute, 3. Sanshin Corporation, 4. Toko Geotech Corporation)

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