Table 4 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

Normative value

Deformation control value

Code-based limit load /kN

Critical displacement /mm

Ultimate load /kN

Critical displacement /mm

S1

5000

19.03

5000

19.03

S2

5600

39.40

4800

15.71

S3

5400

34.08

4800

17.45

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