Numerical Analysis of Horizontal Impact Resistance of Rock Socketed Pile with Steel Casing

Table 2

Maximum displacement of two measuring points.

Working condition	u1max (mm)		u2max (mm)		u3max (mm)
	Test	FEM	Test	FEM	Test	FEM
0.12 m (1.55 m/s)	0.507	0.5066	0.357	0.4328	0.069	0.033
0.14 m (1.67 m/s)	0.550	0.558	0.388	0.375	0.0738	0.0318
0.16 m (1.67 m/s)	0.599	0.6159	0.421	0.4135	0.0809	0.0313

To maintain a higher contrast accuracy, the accuracy of the test displacement dial indicator was 0.001, and the calculated data retained one decimal place with an accuracy of 0.0001.