リサイクル材料③

[12-3-5-01] Effect of cavitation on monotonous consolidated-undrained triaxial compression test with slag solidificated material

*Tomotaka Yoshikawa¹, Akihiro Oshino², Yuto Tomita³, Syuhei Yamamoto³, Yoshiaki Kikuchi⁴, Syohei Noda⁴ (1. Graduate School of Tokyo University of Science, 2. Former Graduate School of Tokyo University of Science, 3. Former Tokyo University of Science, 4. Tokyo University of Science)

Keywords:geomaterial, waste, undrained shear strength