土質安定処理・地盤改良 (1)

[III-77] Effect of slag gradation on unconfined compression strength of solidified slag-clay mixtures

*Masaaki Katagiri¹, Seiya Yamazaki¹, Yasuo Kasugai², Tateyuki Fujimura², Masahiro Kitahara³, Tomoyuki Nishino³, Michiaki Ishida³, Hideo Hashizume⁴, Nobuo Kikuchi⁴, Yoshiaki Kikuchi⁵ (1. Nikken Sekkei, 2. Coastal Development Institute of Technology , 3. Kyushu Regional Construction Bureau, MLIT, 4. Geo-design, 5. Tokyo University of Science)

Keywords:dredged clay, slag, unconfined compression strength, soil gradation