Calculation of Pile Side Friction by Multiparameter Statistical Analysis

Table 3

Average settlement value of the test pile.

Serial number	Load (kN)	Loading time (min)		Settlement (mm)
		Loading time at this level (min)	Accumulated time (min)	Settlement at this level (mm)	Accumulated settlement (mm)
1	2,000	120	120	0.2050	0.2050
2	3,000	120	240	0.3625	0.5675
3	4,000	120	360	0.3800	0.9475
4	5,000	120	480	0.4375	1.3850
5	6,000	120	600	0.0700	1.4550
6	7,000	150	750	0.8325	2.2875
7	8,000	150	900	1.1550	3.4425
8	9,000	150	1050	3.7850	7.2275
9	10,000	150	1200	14.7425	21.9700
10	11,000	120	1320	20.7725	42.7425
11	12,000	150	1470	30.1241	72.8666