砂・粘土の変形強度

[III-292] Cyclic undrained triaxial test and undrained triaxial extension test of long-term consolidated recycled concrete sand

*Kotaro Tsunashima¹, Toru Tsuchikura¹ (1. Maebashi Institute of Technology)

Keywords:liquefaction, recycled concrete sand, aging, effective stress path, triaxial extension test, phase transformation line