Advances in Civil Engineering / 2019 / Article / Fig 5

Research Article

Hybrid Numerical Investigation on Soil-Hammer Interaction during Dynamic Compaction

Figure 5

Particle displacement punched by (a) flat-bottomed hammer, (b) concave-bottomed hammer, and (c) convex-bottomed hammer at 3.7 ms and particle displacement punched by (d) flat-bottomed hammer, (e) concave-bottomed hammer, and (f) convex-bottomed hammer at 15 ms (the upper parts of hammers are truncated in this figure).
(a)
(b)
(c)
(d)
(e)
(f)

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