Analytical Method for Capped Pile–Soil Interaction considering the Load Action of Soil under the Pile Cap

Table 2

Measured data of T2 and T4.

Total load (kN)	Settlement (mm)	Load on pile top /(kN)	Uniform load on soil under the cap /(kN/m^2)
T2
400	2.0	363	17.6
600	2.9	545	25.9
800	4.8	731	32.6
1000	7.0	917	38.9
1200	8.7	1100	47.1
1400	10.4	1284	54.9
1600	14.6	1448	71.5
1800	35.1	1107	326.3
2000	56.9	1258	349.1
T4
500	1.7	469	15.0
750	2.6	695	25.9
1000	4.3	929	33.6
1250	5.5	1156	44.0
1500	7.4	1381	55.9
1750	9.6	1600	71.0
2000	12.4	1810	89.1
2250	18.0	1978	128.5
2500	49.2	1840	310.8