Stability Analysis of Loess High Slope under Dynamic Compaction Based on Matrix Discrete Element Method

<div>Horizontal and vertical displacements of soil at different positions under the action of 6000 kN·m. (a) Horizontal displacement and (b) vertical displacement.</div>

Advances in Civil Engineering

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Figure 12

Figure 12: Stability Analysis of Loess High Slope under Dynamic Compaction Based on Matrix Discrete Element Method 