Table 5 Equivalent conversion results in the comparison table.

From: Field study of bearing performance of combined grouted piles in strongly weathered mudstone strata with bored piles

Pile No

Qu (kN)

s (mm)

∆s (mm)

Q (kN)

Qd (kN)

TS1

12,580

68.95

20.95

24,272

19,721

TS2

12,160

79.55

21.20

23,568

20,256

TS3

12,040

70.73

19.82

23,077

22,920

TS4

9100

24.75

9.5

17,761

10,392

TS5

9100

27.89

10.17

18,166

10,392

TS6

9100

29.68

8.87

17,882

10,378

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