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[III-195] Comparison of triaxial compression test on saturated and unsaturated soils on existing road embankments

*Hirofumi Hisada¹, Satoshi Tayama¹, Keiji Sakuradani¹, Kenji Matsukata², Koji Matsukawa², Kanako Hamamoto² (1. West Nippon Expressway Co.,Ltd, 2. NEXCO-West Consultants Co.,Ltd)

Keywords:

existing road embankment,strength parameters,triaxial compression test,partial saturation

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