Study on the Mechanical Properties of Flexible Prefabricated Highway Structural Systems considering the Effect of Two-Way Fluid-Structure Interaction

Figure 22

Effective plastic strain diagram of the cross-section at each moment of the unreinforced embankment: (a) d = 1; (b) d = 3; (c) d = 5; (d) d = 7.

(a)

(b)

(c)

(d)