Hybrid Numerical Investigation on Soil-Hammer Interaction during Dynamic Compaction

<div>Triaxial tests of soil particles of (a) the triaxial test curves with confining pressures of 0, 10, 50, and 100 kPa and (b) the triaxial test strength envelope and its fitting results.</div>

Advances in Civil Engineering

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Figure 3

Figure 3: Hybrid Numerical Investigation on Soil-Hammer Interaction during Dynamic Compaction 