Study on Calculation of Pile Sliding Interval of Large-Diameter Steel Pipe Piles on Offshore Platforms

Table 1

Ultimate bearing capacity coefficient of foundation.

(°)	0	5	10	15	20	25	30	35	40	45
	0	0.51	1.20	1.80	4.0	11.0	21.8	45.4	125	326
	1.0	1.64	2.69	4.45	7.42	12.7	22.5	41.3	81.3	173.3