The Scientific World Journal / 2014 / Article / Tab 3

Research Article

Study on Load-Bearing Characteristics of a New Pile Group Foundation for an Offshore Wind Turbine

Table 3

Soil parameters.

StratumSoil descriptionThickness (m)Wet weight (kN/m3)Compression modulus
(MPa)
Consolidated quickly shear test
Cohesion (kPa)Internal friction angle (°)

1Sludge8.517.02.4911.411.3
2Clay2.318.53.2225.010.4
3Silty sand5.22015033
4Silty clay2.819.55.1824.314.1
5Silty sand6.72018037
6Silty clay6.220.36.0333.810.5
7Silt1.620.56.7630.718.8
8Silt10.419.37.9017.025.8
9Silt4.319.37.9017.025.8
10Silty clay220.05.2523.116.3
11Silty sand102021038