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Table 7 The test results by different bore diameter

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)

D45-1

GF deformation (2.3) → slurry cracking (7.4) → GF pull out(11.5)

11.5

10.77

D45-2

GF deformation (2.1) → slurry cracking (7.8) → GF pull out(10.1)

10.1

D45-3

GF deformation (2.2) → slurry cracking (7.5) → GF pull out(10.7)

10.7

D75-1

GF deformation (2.4) → slurry cracking (6.3) → GF pull out(8.1)

8.1*

10.5

D75-2

GF deformation (2.5) → slurry cracking (6.5) → GF pull out(10.7)

10.7

D75-2

GF deformation (2.2) → slurry cracking (6.6) → GF pull out(10.3)

10.3

D80-1

GF deformation (2.3) → GF pull out (7.6)

7.6

7.63

D80-2

GF deformation (2.2) → GF pull out (8.2)

8.2

D80-3

GF deformation (2.7) → GF pull out (7.4)

7.4