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[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

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