Reliability Assessment on Pile Foundation Bearing Capacity Based on the First Four Moments in High-Order Moment Method

Table 2

Parameters of each pile foundation and soil layers.

Pile no.	Length, L (m)	Elastic modulus, E (MPa)	Diameter, D (mm)	Soil layer	Altitude (m)	Thickness (m)
6^#	32.54	31.5	900	Miscellaneous fill	41∼50	9
				Clayey gravel	20∼41	21
				Intensely weathered granite	0∼20	20
9^#	32.50	31.5	1,000	Miscellaneous fill	43∼50	7
				Clayey gravel	33∼43	10
				Intensely weathered granite	0∼33	33
87^#	16	31.5	800	Miscellaneous fill	44∼50	6
				Clayey gravel	35∼44	9
				Intensely weathered granite	0∼35	35
156^#	32.58	31.5	800	Miscellaneous fill	47∼50	3
				Clayey gravel	34∼47	13
				Intensely weathered granite	0∼34	34