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

Table 5

Graded loading value of pile top load for each test pile.

Number of levels	Pile top load (kN)
	TS1	TS2	TS3	TS4
1	350	420	480	540
2	525	630	720	810
3	700	840	960	1080
4	875	1050	1200	1350
5	1050	1260	1440	1620
6	1225	1470	1680	1890
7	1400	1680	1920	2160
8	1575	1890	2160	2430
9	1750	2100	2400	2700