Study on the Influence of Excavation Unloading on Pile Depth in Sandy Soil

Table 3

Parameters of simulation.

		/°
5	10, 20, 30, 40, 50	35	0.8	0.7
10	10, 20, 30, 40, 50	35	0.8	0.7
20	10, 20, 30, 40, 50	35	0.8	0.7
30	10, 20, 30, 40, 50	35	0.8	0.7