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

Article of the Year Award: Outstanding research contributions of 2020, as selected by our Chief Editors. Read the winning articles.