A Calculation Method of Bearing Capacity of Single Squeezed Branch Pile Based on Load Transfer Method

Table 5

Relative error analysis of pile bearing capacity composition (%).

Load (N)	Pile tip resistance	Branch resistance	Pile skin resistance
200	5.78	1.87	6.45
400	3.11	0.22	5.33
600	3.77	2.72	2.34
800	1.39	0.04	2.89
1000	0.89	0.82	3.93
1200	1.85	0.06	4.03
1400	0.74	0.96	3.90
1600	1.03	0.06	2.50
1800	0.30	0.81	2.73
2000	0.09	0.01	0.27
2200	0.80	0.76	0.58
2400	0.31	0.11	1.27