Presentation Information

[III-42]Study on the Applicability of Liquefied Stabilized Soil to Railway Embankments (Part 2)— Strength Characteristics under Freeze–Thaw Action Assuming Cold Regions —

*Shoya Niwa1, Taketo Sato1, Susumu Nakajima1, Yusuke Suyama2, Ryo Takanashi2 (1. Railway Techinical Research Institute, 2. Japan Railway Construction, Transport and Technology Agency)

Keywords:

liquefied stabilized soil,deformation characteristics,railway embankments,freeze–thaw cycles