Presentation Information
[III-242]Setting of the design ground constant for existing embankments
*Koji Matsukawa1, Kanako Hamamoto1, Satoshi Tayama2, Daiki Nakamura2, Hirohfumi Hisada3, Kenji Matsukata1 (1. NEXCO-West Consultants Co.Ltd, 2. West Nippon Expressway Co. Ltd, 3. Nippon Expressway Research Institute Co. Ltd)
Keywords:
existing embankments,Triaxial compression test,ground constant