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    Pseudo-Static Stability Analysis of High Fill Slopes by the Shear Strength Reduction FEM

    Three ground treatment methods such as gravel piles, shallow or deep dynamic replacement, are introduced to stabilize a high fill foundation. A typical engineering geological profile for the formed high fill s...

    Ting-Kai Nian, Dong-Chen Li, Hai-Yang Xu, Guang-Qi Chen in Earthquake-Induced Landslides (2013)