Nonlinear Analysis of Flexible Pile near Undrained Clay Slope under Lateral Loading

Table 1

Summary of pile load test.

Pile test	Geometrical characteristics						Soil properties
	L (m)	D (m)	B (m)	(kN·m)	e (m)	θ (deg)	(kPa)	E50 (kPa)	γ or (kN/m3)	α
1	14	0.5	0	97900	0.72	0	30	3000	7	0.94
2	20	1.0	0	1423534	0	20,40	70	14000	18	0.5
3	12	0.6	0.3, 0.6, 1.2, 2.4	184490	0	45	50	10000	18	0.73