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

Table 1

Mechanical parameters of dynamic compaction.

Working condition	Ramming energy (kN·m)	Lifted height (m)	Stress amplitude (Pa)	Diameter (m)	Ramming duration	Weight (kg)
1	6000	15	2.01 × 10^9	3	0.08	4 × 10^4
2	8000	20	2.32 × 10^9
3	10000	25	2.59 × 10^9