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

Table 6

Data of the large-scale model test [33].

Loading stage	0	1	2	3	4	5	6	7	8
Load P (kN)	0.0	20.0	30.0	40.0	50.0	60.0	70.0	80.0	90.0
Settlement s (mm)	0.00	0.48	0.92	1.42	1.70	2.10	3.04	3.68	7.27