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

Table 2

Soil layer parameters of 4 test piles.

Number	Name of soil layer	Thickness (m)
		TS1	TS2	TS4	TS3
1	Plain fill 1	2.63	3.82	2.55	0	0.18	18	12.3	18.7	54600
2	Plain fill 2	0	0	0	2.61	0.375	12	10	18.92	36360
3	Silty clay 1	1	2.2	2.2	0	0.37	31	13.7	19	68850
4	Muddy silty clay 1	2.6	2.2	2.3	0	0.42	10	8.6	17.7	34950
5	Muddy silty clay 2	0	0	0	4	0.394	10	16.1	19.06	23100
6	Silty clay 2	4.6	4.6	4.2	0	0.31	25	15.4	18.8	73050
7	Silty clay 3	0	0	0	3	0.310	24.3	16	19.14	39780
8	Silt mixed with silt 1	0	0	0	4.6	0.281	7	23.8	19.21	46260
9	Silt mixed with silt 2	0	0	0	7.9	0.254	4	30.9	19.62	52500
10	Silty sand, mixed with silt	5.3	5.3	6.48	0	0.28	4	29.6	19.2	149700
11	Muddy silty clay 3	0	0	0	6.89	0.329	24.9	14.9	18.4	28200
12	Clay	7.07	6.98	7.62	0	0.25	59	13.2	20.1	130200
13	Silty clay, intercalated clay	0	0	4.65	0	0.28	42.3	14	19.7	113550