Prediction Method of Vertical Ultimate Compressive Bearing Capacity of Single Pile in Soft Soil considering the Influence of Gravity

Table 1

The recommended value of .

Engineering status		Derived from
Smooth concrete piles		Kulhawy [42]
Concrete pile, clay, and silt		Liu and Zhu [44]
Smooth H-piles steel or pipe piles		Kulhawy [42]
Pipe pile, dense sand		O’Neill and Raines [45]
Driven pile, sand		Jardine [46]