Mechanism and Mesoscopic Characteristics of Indirectly Reinforced Gravelly Soil by a Geogrid

Figure 10

Evolution of the displacement vectors of soil particles under a load of 25 kPa. (a) L = 2 mm, (b) L = 4 mm, (c) L = 6 mm,(d) L = 8 mm, (e) L = 10 mm, (f) L = 12 mm, and (g) L = 14 mm.

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(b)

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(g)