Unconfined compression strength of improved soil that simulated sediment soil at hole bottom after removal of existing pile

Yusuke Tosauchi

[2222-29-01] Unconfined compression strength of improved soil that simulated sediment soil at hole bottom after removal of existing pile

*Yusuke Tosauchi¹, Akira Kitajima¹, Shinya Mishima¹, Sho Miyazawa¹, Takahiro Maru¹, Nobuyuki Chikusa², Koji Asano², Takuma Hasegawa² (1. Fujita corporation, 2. NIPPON CONCRETE INDUSTRIES CO., LTD. )

Keywords:improved soil, unconfined compression strength, gradation, grain size distribution

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改良土・軽量土-変形・強度②

[2222-29-01] Unconfined compression strength of improved soil that simulated sediment soil at hole bottom after removal of existing pile

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