Advances in Civil Engineering / 2019 / Article / Fig 3

Research Article

Hybrid Numerical Investigation on Soil-Hammer Interaction during Dynamic Compaction

Figure 3

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.

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