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

Figure 10

The effects of different ramming times on slope under the tamping energy of 6000 kN·m. (a) The first time ramming; (b) the second time ramming; (c) the third time ramming; (d) the fourth time ramming; (e) the fifth time ramming; (f) the failure state of slope.

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(b)

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(f)