Fig. 17 | Scientific Reports

Fig. 17

From: Numerical tests on dynamic response of embankment with pile-supported foundation for high-speed railway in soft ground using soil–water coupling elastoplastic FEM

Fig. 17

Comparison of vertical peak stresses at different depths: (a) y = 4.0 m; (b) y = 2.93 m; (c) y = 1.78 m; (d) y = 0.25 m; (e) y =  − 0.75 m; (f) y =  − 5.50 m.

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