Presentation Information
[III-194]Comparison of triaxial compression tests (CU) using undisturbed samples and reconstructed samples on existing road embankments
*Koji Matsukawa1, Satoshi Tayama2, Keiji Sakuradani2, Hirohfumi Hisada2, Kenji Matsukata1, Kanako Hamamoto1 (1. NEXCO-West Consultants Co.Ltd, 2. West Nippon Expressway Co. Ltd)
Keywords:
existing road embankments,Comparison of triaxial compression tests,Sample with little disturbance,Reconstituted sample
Comment
To browse or post comments, you must log in.Log in