改良土・軽量土(強度①)

[11-6-3-03] Correlation between Needle Penetration Gradient and Unconfined Compressive Strength of Soil-Concrete Samples Produced by Cement Mixing and Dewatering Using Different Clays

*Yamazaki Seiya¹, Masaaki Katagiri¹, Yasuo Kasugai², Tatsuyuki Fujimura², Masahiro Kitano³, Tomoyuki Nishino³, Michiaki Ishida³, Kiyonobu Kasama⁴, Yoshito Takada⁴ (1. NIKKEN SEKKEI LTD, 2. Coastal Development, 3. Ministry of Land, Infrastructure, Transport and Tourism Kyushu Regional Development Bureau, 4. Kyushu University)

Keywords:cement mixing and dewatering, needle penetration test, liquid limit