Mathematical Problems in Engineering / 2019 / Article / Tab 2

Research Article

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

Table 2

The parameters of soil layers and calculation results of soil parameters.

numberpropertythickness/mcohesion/kPafriction angle/(°)unit weight/kN·m−3floor elevation/mpile end resistance/kNdynamic friction resistance/kNstatic friction resistance/kN

1medium dense fine to coarse sand2.40398.53.03291.739/
2soft to hard clay7.93508.910.9259.9/1024.1
3dense silt2.30378.913.25944112.3/
4dense sandy silt and hard clay interbedded7.87008.621.0519.8/1644.2
5hard silty clay3.65009.224.6371.25/411.9
6dense silty fine sand8.40398.533.09084.6271.7/
7dense silty fine sand20.39008.353.3668.3/5501.6
8hard silty clay6.18009.059.4594/1447.9
9hard silty clay5.40368.664.815598.1582.7/
10hard clay11.410008.876.2742.5/3389.1
11dense sandy silt3.40368.379.613963.5717/
12hard silty clay29.312008.5108.9891/10587.5
13dense sandy silt2.90368.5111.82655.41394.5/
14hard clay19.616009.0131.41188/9443

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