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

Abstract EN

In ocean engineering, pile sliding often occurs in the driving process of large-diameter pipe piles and will affect the engineering quality, so accurate pile sliding interval is necessary.

According to the stress situation of steel pipe pile out of actual engineering, the causes of pile sliding are analysed.

Using the static equilibrium equation, the mud depth at which the pipe pile may slip is calculated.

The influence of pile siding friction was considered when calculating the second pile sliding, and the pile siding friction is divided into three influential areas.

Using integrating method, the work done by pile resistance is calculated.

Combined with the working principle and power principle, the energy transformation equation of the pipe pile in the process of sliding is obtained, and the sliding length and interval of the pile are calculated.

A comparison between the measured results and the real case calculation was conducted using this new method.

The comparison indicated that the total relative errors in pile sliding interval are 8% to 16%, and the new method has high accuracy.

The results of the new method are in accord with the measured data, which can provide a reference for predicting the interval of pile sliding in the project.