Analysis of Laterally Loaded Piles in Undrained Clay Concave Slope

Table 1

Summary of three-dimensional numerical analysis conditions.

	(m)	(m)			(m)
Case 1	20	1	40°	0°	1, 3
Case 2	20	1	50°, 40°	30°	2
Case 3	12	1	40°	30°	1
			45°	30°	2