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

Table 6

Comparison of vertical ultimate compressive load bearing capacity results.

Pile number	Whether to damage	Last load value (kN)	Maximum load value (kN)	Vertical ultimate compressive load capacity (kN)
				Static load test result	Calculation results
TS1	No	1575	1750	1750	1856.337
TS2	No	1890	2100	2100	2179.249
TS3	Yes	2160	2400	2160	2362.212
TS4	No	2430	2700	2700	3102.119