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Table 5 The test results by different anchor rod length

From: Experimental research on the performance of a Novel Geo-filament anchor for an Earthen architectural site

Number

Destruction mode (kN)

Fracture load (kN)

Average (kN)

L8-1

GF deformation (2.3) → slurry cracking (6.8) → GF pull out(7.8)

7.8

7.95

L8-2

GF deformation (1.6) → slurry cracking (5.2) → GF pull out(5.4)

5.4*

L8-3

GF deformation (2.2) → slurry cracking (7.3) → GF pull out(8.1)

8.1

L12-1

GF deformation (2.3) → slurry cracking (7.6) → GF pull out(11.5)

11.5

10.63

L12-2

GF deformation (2.4) → slurry cracking (7.8) → GF pull out(9.8)

9.8

L12-3

GF deformation (2.0) → slurry cracking (8.1) → GF pull out(10.6)

10.6

L15-1

GF deformation (2.3) → slurry cracking (6.5) → slurry crushing(11.2) → GF pull out(15.5)

15.5

16.47

L15-2

GF deformation (2.5) → slurry cracking (7.1) → slurry crushing (13.6) → GF pull out (17.1)

17.1

L15-3

GF deformation (2.3) → slurry cracking (7.5) → slurry crushing (12.8) → GF pull out (16.8)

16.8

L20-1

GF deformation (2.3) → slurry cracking (7.5) → slurry crushing (12.3) → GF pull out(18.7)

18.7

18.55

L20-2

GF deformation (2.8) → slurry cracking (8.2) → slurry crushing (15.1) → GF pull out (15.6)

15.6*

L20-3

GF deformation (2.3) → slurry cracking (7.3) → slurry crushing (11.8) → GF pull out (18.4)

18.4

L30-1

GF deformation (2.6) → slurry cracking (7.8) → slurry crushing (11.5) → GF fracture (19.8)

19.8

19.83

L30-2

GF deformation (2.4) → slurry cracking (7.5) → slurry crushing (13.2) → GF fracture (19.6)

19.6

L30-3

GF deformation (2.2) → slurry cracking (8.2) → slurry crushing (12.8) → GF fracture (20.1)

20.1