Three-phase coupled analysis about seismic behavior of embankment under cold snowy condition
Three-phase coupled analysis about seismic behavior of embankment under cold snowy condition
S. Kawajiri; Takaki Matsumaru
7th International Conference on Unsaturated Soils 2018 (Hong Kong)
Fundamental soil behaviour
Seismic Slope Stability, Numerical & Constitutive Modeling, Road Embankments
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