Mathematical Problems in Engineering / 2019 / Article / Tab 1

Research Article

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

Table 1

Ultimate bearing capacity coefficient of foundation.

(°)051015202530354045

00.511.201.804.011.021.845.4125326
1.01.642.694.457.4212.722.541.381.3173.3

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