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

Figure 8

The effects of different ramming times on slope under the tamping energy of 10000 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)