Table 5 Results of vertical compressive bearing capacity of single pile.

From: Experimental study on vertical compressive bearing capacity of single pile in Weihe river second terrace

Pile No

Test load /kN

Pile settlement /mm

Pile compression /mm

Compression-to-settlement ratio

S1

2000

2.41

2.27

0.94

3000

4.15

3.40

0.82

4000

8.32

4.54

0.55

5000

19.03

5.67

0.30

6000

85.50

6.81

0.08

S2

1600

2.02

1.83

0.90

2400

2.91

2.74

0.94

3200

4.55

3.65

0.80

4000

8.49

4.57

0.54

4800

15.71

5.48

0.35

5600

40.30

6.39

0.16

6400

83.42

7.30

0.09

S3

1200

1.38

1.36

0.99

1800

2.28

2.04

0.90

2400

2.91

2.72

0.94

3000

4.17

3.40

0.82

3600

8.03

4.08

0.51

4200

11.01

4.77

0.43

4800

17.45

5.45

0.31

5400

34.08

6.13

0.18

6000

80.19

6.81

0.08

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