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

Table 3

Pile end parameters.

Pile number	Soil at the end of the pile	Pile length (m)
TS1	Clay	23.2	59	70	7.775	376.873	2.834	430.575
TS2	Clay	25	59	70	7.775	406.031	2.824	453.854
TS3	Muddy silty clay 3	29	24.9	70	8.426	458.354	3.242	479.492
TS4	Silty clay, intercalated clay	30	42.3	70	8.073	485.063	3.013	509.743